Loading...
Bid Packet .. ... PROJECT MANUAL .. TOWN OF WAPPINGER HIGHWAY GARAGE FACILITIES EMERGENCY GENERATOR INSTALLATION DUTCHESS COUNTY, NEW YORK .. .. .. TOWN HALL OFFICES TOWN OF WAPPINGER 20 MIDDLEBUSH ROAD WAPPINGER, NY 12590 (845) 297-2744 . ... .. ENGINEERING CONSULTANT FELLENZER ENGINEERING, L.L.P. 85 MARKET STREET, SUITE 200 POUGHKEEPSIE, NY 12601 TEL: (845) 454-9704 FAX: (845) 454-9705 E-MAIL: wb@fellp.com FE PROJECT NO. 10-106 .. .. .. PROFESSIONAL ENGINEERS LIC: NY, NJ, PA, VT, FL, MA, CT .. .. The undersigned certifies that to the best of my knowledge, information and belief, the plans and specifications are in accordance with applicable requirements of the New York State Fire Prevention and .- Building Code, the New York State Energy Conservation Construction Code and construction standards of the New York State Education Department. Further, the undersigned certifies that no asbestos containing . material is specified. .. .. .. .. T ABLE OF CONTENTS .. INVITATION TO BID .. INFORMATION FOR BIDDERS .. BID PROPOSAL .. Schedule 1 - Bid Bond Schedule 2 - Offer of Surety Schedule 3 - Qualification of Bidder Schedule 4 - Non-Collusive Bidding Certificate Schedule 5 - Notice of Award Schedule 6 - Notice to Proceed Schedule 7 - Form of Bonds .. .. LABOR AND MATERIAL PAYMENT BOND AGREEMENT - GENERAL CONDITIONS Appendix A, Prevailing Wage Rates - DIVISION 1 - GENERAL REQUIREMENTS - Section 01100 Summary Section 01300 Administrative Requirements Section 01400 Quality Requirements Section 01420 References Section 01500 Temporary Facilities & Controls Section 01600 Product Requirements Section 01732 Selective Demolition .. .. DIVISION 2 - EARTHWORK .. Section 02100 - Site Preparation Section 02200 - Earthwork Section 02553 - Natural Gas Distribution - DIVISION 3 - CONCRETE .. Section 03300 - Cast-In-Place Concrete - . - .. ITB-l to ITB-2 IFB-l to IFB-4 BP-l to BP-6 LMB-l to LMB-4 A-I GC-l to GC-59 Number of Pages 1 2 2 3 2 2 2 3 10 2 3 .. DIVISION 15 - MECHANICAL Number of Pages .. Section 15050 - Basic Mechanical Methods and Materials Section 15194 - Fuel Gas Piping 3 2 .:' .. DIVISION 16 - ELECTRICAL .. Section 16050 - Basic Electrical Materials and Methods Section 16060 - Grounding and Bonding Section 16120 - Conductors and Cables Section 16140 - Wiring Devices Section 16231 - Packaged Engine Generators Section 16410 - Enclosed Switches Section 16415 - Transfer Switches Section 16442 - Panelboards Section 16491 - Fuses Section 16500 - Lighting 2 5 3 1 13 4 6 2 3 2 .. .. IJij CONTRACT DRAWINGS .. T-1 ES-1 ES-2 Title Page Highway Garage Mechanical Site Plan Legend, Schedule, Details & Notes II . . . .. . . . .. .. . .. ... INVITATION TO BID .. Sealed bids will be received by the Town Board of the Town of Wappinger, for the following contract: .. Highway Garage - Emergency Generator Installation .. Brief summary of project entails, but is not limited to: Installation of new pre-cast concrete utility building and generator. Installation of new main distribution panel and automatic transfer switch and replacement of existing panel in shed. Also, the removal of existing electrical services (3), installation of new electrical service, and replacement of Highway Department Building #1's gas service shall be completed with the distribution of those services as shown on drawings. .. - Bids shall be received at the Town of Wappinger-Town Hall, 20 Middlebush Road, Wappinger, New York 12590, until 11:00 a.m., prevailing time on July 28th, 2010, and will be publicly opened and read aloud on July 28th, 2010. - In accordance with Town law, The successful bidder must have a Labor Apprenticeship program registered with the New York State Department of Labor. - Plans, Specifications and Contract Documents for the proposed work will be on file and publicly exhibited starting July 14th, 2010 at the Town of Wappinger-Town Hall, 20 Middlebush Road, Wappinger, New York 12590. The said plans and specifications may be obtained from the Town Clerk, at the Town of Wappinger at the above address, in person. The Contractors shall leave their names and correct mailing addresses upon receipt of the plans and specifications. - - A deposit check will be required for each set of plans and specifications distributed, which amount will be refunded only to those submitting formal bids and if said plans and specifications are returned in good condition, within two (2) weeks after their bids have been received. Deposit Check - Fee $100.00 per set - Payable to Town ofWapoinger .. - Each bid from a Contractor must be accompanied by a bid bond or certified check, payable to the Town of Wappinger, in the amount of five-percent (5%) of the total amount of the bid as security therefore. The bid bond or certified check shall be returned or refunded to the bidder on the condition that if the bid is accepted by the Owner, the bidder shall enter into a contract for the same, within ten (10) days after notification of award of contract. Ifno contract is awarded within 45 days of submittal of the bid, the bid may be withdrawn and the bid bond or certified check shall be returned or refunded. Each proposal must be accompanied by an Offer of Surety (Schedule 1), signed by the bidder and by the proposed surety. .. - At the time of execution of the Contract, the Contractor shall furnish the Owner the necessary bonds approved by the Town Attorney as to form and sufficiency. The required bonds shall be substantially conditioned to provide that the Contractor shall faithfully perform the Contract on his part, and shall satisfy all claims and demands incurred for the same, and shall indemnify the Town against any and all claims for damage on account of work performed under the Contract. - - The Contractor shall procure and maintain, at his expense, until final acceptance by the Owner of the work covered by the Contract, liability insurance for Workmen's Compensation and for bodily - ITB - 1 - . II injwy and property damage, and said insurance shall be kept in full force and effect by the Contractor by payment of the required premiums during the term of the work performed under the Contract. Pursuant to General Municipal Law, the bidder stipulates and agrees that any agreement shall be void and of no force or effect unless the person, entity or corporation making or performing such agreement secure compensation for the benefit of, and keeps insured during the life of such agreement its employees, in compliance with the Workers' Compensation Law. II Ii The Contractor shall furnish promptly upon demand by the Owner proof that said insurance remains in full force and effect. II The Contractor's failure to procure or maintain said insurance shall constitute an act of default and entitle the Owner to terminate the Contract (as set forth in General Conditions, Article XIII) or, at the Owner's sole discretion, shall entitle the Owner to procure and maintain such insurance on behalf of the Contractor and at the Contractor's sole expense, and to charge the costs of all premiums against the Contractor's payment requisitions for the period in question. . II All bids shall be submitted subject to the following conditions: 1. The Town Board reserves the right to reject any or all bids and re-advertise for new bids. II 2. All bidders shall submit proof of responsibility, as required by the Town Board. Ii 3. Each bid must contain the certificate of non-collusive bidding required by the General Municipal Law, relating to non-collusion (Schedule 4 hereto). .. 4. No bids shall be withdrawn for a period offorty-five (45) days after the receipt thereof, without the consent of the Town Board of the Town of Wappinger. 5. The bidder shall make allowance in his bid for any price increase in labor and materials. Requisitions for work and/or material shall be at the price bid with no additional charges for such increases. .. II To all prospective bidders, there will be a pre-bid meeting and site tour on July 21 S\ 2010. The site tour will take place at 1 :30 pm, beginning at the Work Site: Highway Garage, Highway Drive, Wappingers Falls, New York. .. This notice is issued in the name of the Owner, the Town of Wappinger, Wappingers Falls, New York. Dated: July 6th, 2010 Chris Masterson Town Clerk Town of Wappinger Town Clerk's Office P.O. Box 324, MiddleBush Road Wappingers Falls, New York 12590 .. .. .. .. .. ITB-2 . . .. INFORMA nON FOR BIDDERS .. PREPARATION OF BIDS .. Each bid or proposal must be typewritten or written in ink on the forms hereto annexed and signed by the bidder. The blank places in the proposal must be filled in as noted and no change shall be made in the phraseology of the proposal or in the items mentioned therein. .. Each proposal shall specify the correct gross sum in the manner hereafter described, for which the work will be performed according to the plans and specifications, together with a Lump Sum Bid and/or Unit Price Bid for each of the separate items as called for in the proposal. .. Contractor must be registered with the N ew York State Department of Labor Apprenticeship Program in order to submit a proposal. EXAMINATION OF PROPOSED CONTRACT .. .. Prior to bid submittal, the prospective bidder shall read and examine with care the Contract Documents (as defined in Article II of the General Conditions), and must, before bidding but no later than ten (10) days prior to bid opening, request of the Engineer in writing an interpretation or correction of every ambiguity, inconsistency, omission or error in the Contract Documents which a reasonably prudent bidder should discover. The bidder's failure to make said request shall constitute a waiver of the right to make any claim whatsoever, including without limitation claims for injunctive relief, damages or rescission by reason of any alleged ambiguity, inconsistency, omission or error in the Contract Documents. The Engineer shall issue in writing by mail to each person or entity of record having submitted the required deposit for Contract Documents its interpretation or correction, as well as any additional contract provisions the Engineer may deem necessary, and shall further post a copy of same at the places where the Contract Documents are kept available for inspection. Upon mailing and posting such interpretation, correction or additional contract provisions shall become a part of the Contract Documents and shall be binding on all bidders. Bidders are on notice that only the Owner's written interpretation or correction shall be valid and binding, and bidders shall not rely on any oral interpretation or correction, for which the Engineer shall not be responsible. .. .. .. .. PRE-BID INVESTIGATION .. Prior to bid submittal, bidders shall view and investigate the site of the proposed construction work and adjacent area, and it shall be conclusively presumed that each bidder has full knowledge of all conditions on or around the site, which may affect in any way the performance of the work to be done under this Contract. The Owner makes no warranties or representations whatsoever with respect to site conditions. .. CHANGED SUBSURFACE CONDITIONS .. The Owner makes no warranties or representations whatsoever with respect to subsurface conditions. Boring logs, reports and studies, if any, regarding subsurface conditions which may be supplied by the Owner or Engineer are approximate guidelines only, and supplied if at all solely as a convenience to the bidder, who shall not rely thereon and who is responsible for conducting its own investigations. In the event the Contractor encounters during the performance of its work subsurface conditions at the site materially different from those shown in the Contract Drawings or Specifications and which could not reasonably have been anticipated by the Contractor and which will materially affect the cost of the work to be performed under the Contract, the Contractor shall promptly inform the .. .. - IFB - I .. . Ii Engineer in writing of such unanticipated conditions. The Engineer shall promptly investigate the conditions. If the Engineer determines that the conditions are materially different and could not have been reasonably anticipated by the Contractor, the Contract may be modified with the Owner's written approval and an appropriate change order issued. SUBMITTAL OF BIDS II Bids accompanied by a certified check or bid bond must be submitted in a sealed, opaque envelope and appropriately marked with the name of the bidder, project and addressed to the Board advertising for bids, but otherwise unmarked. BID SECURITY Ii II Each bid or estimate must be accompanied by a certified check or satisfactory Bid Bond in the amount stated in the "Invitation To Bid", which shall be considered as a guaranty that the bidder will execute the Contract and comply with all the statutory provisions thereof within ten (10) days after the Contract form has been delivered to the Contractor by the Owner. III If the successful bidder fails to execute and return the Contract together with the required bonds within ten (10) days as aforesaid, the amount of the Bid Bond and Certified Check made by him shall be forfeited and retained by the Owner as liquidated damages for such failure; but if the Bidder executes the Contract and furnishes required bonds as aforesaid, the amount of the Bid Bond or Certified Check shall be returned to the bidder. III iii INFORMAL BIDS Bids that are illegible or that contain omissions, erasures, alterations, additions, or items not called for in the itemized proposal, or that contain irregularities of any kind, may be rejected as informal. . Any bid may also be deemed informal which does not contain prices set opposite each of the items for which there is a quantity exhibited in the itemized proposal or which shall, in any manner, fail to conform to the conditions of the published notice inviting proposals. The lump sum bid and/or unit prices and gross sum bid as called for in the Proposal shall be indicated in words and by figures. III . The Owner reserves the right to waive any informalities in or reject all bids submitted, or to accept the bid and award the Contract to the lowest responsible bidder therefore, as provided by law. IlIIil BASIS OF AWARD - COMPARISONS OF BIDS The Contract shall be awarded, if at all, to the lowest responsible bidder. In the case of Lump Sum Contracts, the lowest responsible bid shall be determined by a comparison of the lump sum prices bid, adjusted for alternate prices bid, if any. In the case of Unit Price Contracts, the lowest responsible bidder shall be determined by a comparison of the total, gross price for which the entire work will be performed, arrived at by computing the sum of the estimated quantities specified in the bid at their stated unit prices, as called for in the proposal and in conformity with the specifications. IlIIil IlIIil ERRORS IN BID . In the event that the amount shown in words and its equivalent in figures do not agree, the written words shall be considered binding. . In the event that the total, gross price set forth in the bid does not agree with the total of all the unit prices as computed from the estimated quantities, the total amount of said unit prices so computed shall be controlling and binding. . . IFB - 2 - III .. lilt UNBALANCED BID The Owner reserves the right to reject any bid in which the unit prices appear, in the judgment of the Engineer, to constitute an unbalanced, impracticable or unreasonable bid for such work. APPROXIMATE QUANTITIES .. Bidders are advised that the estimate of quantities of the various items of work and materials is approximate only, and is given solely for use as a uniform basis for the comparison of bids and shall not be made the basis of any claim against the Owner. Bidders are responsible for satisfying themselves by personal examination of the site, the work proposed, and the contract documents including the specifications and drawings, and by their own judgment as to the quantities and character of the work to be done, and by such other means as a reasonably prudent bidder would deem necessary, as to the actual conditions and requirements of the work, and shall make their bids accordingly, it being understood that the Contractor will be paid only for the actual quantity of each item of work done at the price specified in the bid proposal. .. .. lilt The Contractor shall assert no claim against the Owner on account of any variation between the estimated quantities and the actual quantities as measured when the work is complete, or on account of any mistake, misunderstanding or misconception as to the nature, location or amount of work to be performed by the Contractor under this Contract. - WORK INCLUDED IN BID PRICE - The lump sum price or, as the case may be, the gross sum price on a unit price contract, shall include all the labor and materials required for the entire completion of the contract work by the Contractor. The price as bid shall include without limitation the restoration, to no less than their original condition existing streets, sidewalks, lawns, driveways, terraces, and all other areas disturbed or damaged by the Contractor during the performance of the contract work. .. OFFER OF SURETY lilt Attention is called to the Offer of Surety and Certificate of Surety in the form annexed hereto as Schedule "2" following the Form of Proposal which must be filled in by all bidders and submitted with their bid. .. SECURITY FOR FAITHFUL PERFORMANCE lilt Simultaneously with its delivery of the executed agreement, the successful bidder must deliver to the Owner an executed bond in the amount of 100 percent of the accepted bid, as security for the faithful performance of its Contract, an executed bond in the amount of 100 percent of the accepted bid, as security for the payment of all persons performing labor, or furnishing materials in connection therewith, prepared on the forms of Performance Bond and Labor and Material Payment Bond attached hereto as Schedule "7", and having as surety thereon, such surety company or companies as are acceptable to and approved by the Owner, and as are authorized to transact business in this State. .. lilt MAINTENANCE BOND .. The Contractor shall, upon final completion and together with the submittal of its requisition for final payment, submit an executed Maintenance Bond in the amount of ten percent (10%) of the Final Contract Price for a period of two (2) years following the date of Final Completion, in the form annexed hereto under Schedule "7". - - lFB-3 .. iii . . QUALIFICATION OF BIDDERS Annexed hereto as Schedule "3" is a form entitled "Qualification of Bidder", which the Contractor must complete and submit with the Proposal, setting forth its qualifications, financial references and references with regard to work of the same type as in this Contract performed by the bidder to completion within the last five (5) years. All bidders shall furthermore fumish a recent certified financial statement promptly at the Owner's request. The Owner shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform its obligations under the Contract, and the bidder shall furnish the Owner all such additional information and data for this purpose as the Owner may request. The right is reserved by the Owner to reject any bid, where the bidder has not provided such requested information, or the bidder does not satisfY the Owner that the bidder is qualified to properly carry out the terms of the Contract. .. . . LABOR PREFERENCE AND WAGE RATES . The successful bidder shall employ local labor, insofar as the same may be reasonably available. Attention of the Contractor is called to the requirements and obligations of Article XXV of the General Conditions relating to labor law requirements and prevailing wage rates, which are set forth in Appendix A to the General Conditions. iii INSURANCE . The successful bidder shall procure and maintain in full force and affect the insurance specified in Article XXIV of the General Conditions. . CERTIFICATE OF NON-COLLUSIVE BIDDING Each bidder shall submit the certificate of non-collusive bidding annexed hereto as Schedule 4. . LIQUIDATED DAMAGES . The contractor agrees to compensate the owner in the amount of $200.00 per each calendar day, plus any regulatory fines (DEC, EPA, etc.), for work not completed as indicated in contract documents. See Article XXII Liquidated Damages. . . . . . . IFB - 4 . . lit BID PROPOSAL FOR: .. HIGHWAY GARAGE FACILITIES - TOWN OF WAPPINGER EMERGENCY GENERATOR INSTALLATION Date flit Project No. flit .. Proposal of (hereinafter called "Bidder") organized and existing under the laws of the State of New York, To the Town of Wappinger (hereinafter called "Owner") Gentlemen: .. The Bidder, in compliance with your invitation for bids for: Highway Garage - Emergency Generator Installation .. .. Having examined the plans and specifications with related documents ("Contract Documents") and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the Contract Documents, of which this proposal is a part. .. flit The Bidder hereby agrees to commence construction work on this Contract within ten days after the execution of the Contract unless a later starting date is specified, by the Engineer, in the written "Notice to Proceed". .. The rate of progress of the work shall be as specified in the Information for Bidders. .. .. .. .. .. .. BP-I .. . 'j Ii . . iii . "j{ . .. . III . III lIIII II1II . . . . . III .. PROPOSAL Town of Wappinger .. Highway Garage - Emergency Generator Installation . LUMP SUM PROPOSAL - The undersigned Bidder agrees to perform all the work described in the specifications and shown on the Drawings for the total Sum of: $ .00 DOLLARS .. .. WORK TO BE COMPLETED - 1. Install new pre-cast concrete utility building. 2. Install pad for generator. 3. Install new generator 4. Install new gas service to generator 5. Install new main distribution panel, automatic transfer switch. 6. Remove existing electrical services (3) and install new electrical service (1) for facility, remove existing panel in shed and replace with new panel. 7. Install all lighting and receptacles in utility building. 8. Test, inspect and certify that all systems are operative and trouble-free. 9. Restore site to original condition. lO. Provide factory training and inspection for owner's employees and all required manuals, software, etc. for all equipment installed. .. .. . *Work may commence simultaneously based on contractors work capacity. . SALES TAX EXEMPTION State and local sales taxes on construction materials required for construction shall not be included in the bid. - . The Town of Wappinger is exempt from payment of State and Compensating Use Taxes of the State of New York on all materials sold to it, used on, or for the project pursuant to the provisions of the Contract Documents. .. The purchase by subcontractors of materials to be furnished pursuant to the provisions of the Contract shall be a purchase for resale to the Contractor (either directly or through other subcontractors) and hence exempt from sales tax, regardless of the terms of the Contract between the prime contractor and the subcontractor. .. PROPOSAL - - BP-2 . . ill The Bidder further agrees to pay, as liquidated damages, for each consecutive calendar day thereafter, the amount specified in the Information for Bidders. . Name of Bidder lIlI By: Title . Address l III City, State, Zip II Telephone Number .. ADDENDA .. The Bidder acknowledges the receipt of the following Addenda, but he agrees that he is bound by all Addenda whether or not listed herein: .. ADDENDUM NUMBERS AND DATES Number I Number 2 Number 3 Number 4 Dated Dated Dated Dated .. . Signature Bidder, Title . . . . .. . BP-3 . .. .. TITLE TO MATERIALS .. Title to all materials furnished by the undersigned Contractor to the Owner, pursuant to the provisions of the Contract, shall immediately vest in the District upon payment by the Owner for such materials irrespective of whether such materials are installed or incorporated in the project. Such materials shall then become the sole property of the Owner, subject to the right of the Owner and the Engineer to reject the same, within a reasonable period, for failure to conform to the standards or specifications of the Contract Documents or the purchase orders. .. .. Notwithstanding such transfer of title, the Contractor shall have the sole continuing responsibility to install such materials, protect them, maintain them in proper condition, and forthwith repair, replace and make good any damage thereto, without cost to the Owner until such time as the work covered by this Contract is fully accepted by the Owner and the two year Guarantee period set forth in Article XX of the General Conditions has expired. Such transfer of title shall in no way effect any of the Contractor's obligations under the Contract. In the event that, after title has passed to the Owner, any of such materials are rejected as being defective or otherwise unsatisfactory within the two year Guarantee Period, the Contractor shall then replace said defective or unsatisfactory materials with other acceptable materials at no additional cost to the Owner. The Owner shall not be responsible for materials lost, stolen or damaged. - .. .. Pursuant to the foregoing Information for Bidders, attached hereto is a certified check or bid bond for the sum of 5% of the total amount of the bid submitted, as well as a fully executed offer of surety . - In the event this proposal is accepted by the official Board and the undersigned fails to execute the Contract and furnish a satisfactory bond as required in the foregoing Information for Bidders within ten (10) days, from the date of notification of the awarding of the Contract, then the said Board, may, at its option, determine that the undersigned has abandoned the Contract, and thereupon this proposal shall be null and void, and the certified check or bid bond accompanying this proposal shall be forfeited to and become the property of the Owner as liquidated damages for such failures or neglect; otherwise, such check or bid bond shall be returned to the undersigned. .' .. . The word "Bidder" as used in this proposal is to be understood to include the individual, firm or corporation making this proposal. In case a firm shall be the Bidder, it is understood that all statements herein contained shall apply to the firm and each member thereof. .. The following are the first and last names of the Bidder, if an individual, and in the case of a corporation, the names of the president, treasurer and manager, or if a partnership, the names of each general partner. NAME ADDRESS SOCIAL SECURITY NO. .. .. .. Signature: .. - BP-4 .. II III Name and Business Address of Bidder: III . Employer's Identification No. lIIII Dated: . IF THE BIDDER IS A CORPORATION, FILL OUT THE FOLLOWING: Resolved that be authorized to sign and submit the bid or proposal of this corporation for the following project: III HIGHWAY GARAGE FACILITIES - TOWN OF WAPPINGER EMERGENCY GENERATOR INSTALLATION Iii and to include in such bid or proposal the certificate as to non-collusion required by the General Municipal Law as the act and deed of such corporation and for any inaccuracies or misstatements in such certificate, this corporate bidder shall be liable under the penalties of perjury. IlIi The foregoing is a true and correct copy of the resolution adopted by corporation at a meeting of its Board of Directors held on the . _ day of ,2010. . CORPORATION SEAL . Secretary . Bidder IIIIi Dated: . . . .. BP-5 . .. .. SCHEDULE 1 BID BOND .. KNOW ALL MEN BY THESE PRESENTS, THAT .. (Here insert the name and address of the Contractor) - as Principal, hereinafter called the Principal, and - (Here insert the name and address of the Surety) as Surety, hereinafter called the Surety, are held and firmly bound unto .. (Here insert the name and address of the Owner) .. as Obligee, hereinafter called the Owner, in the amount of .. Dollars ($ ) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. .. The condition of the above obligation is such that whereas the principal has submitted to the Owner a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for .. NOW, THEREFORE, .. (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract Agreement as stipulated in the INFORMA nON FOR BIDDERS attached hereto, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. .. .. .. .. - .. BB -1 .. . J The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its Bond shall be in no way impaired or affected by an extension of the time within which the Owner may accept such Bid: and said Surety does hereby waive notice of any such extension. .. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument, by a duly authorized person or officer in the case of a corporation, under their several seals on the date indicated below. III Signed and sealed this day of Principal Title ATTEST: Witness Surety Title ATTEST: Witness ,2010. SEAL . III iii SEAL ~ iJ .i .. iii iii . all .. . . . BB-2 . II. .. SCHEDULE 2 .. OFFER OF SURETY lilt In the event the above proposal is accepted and the undersigned is awarded the Contract for the work, the undersigned offers as surety for provision of a faithful performance bond, and a labor and materials bond, the following surety: - Surety Company .. Signed: Bidder .. CERTIFICATE OF SURETY, to be signed by a duly authorized official, agent, or attomey of the Surety Company. .. In the event that the above proposal is accepted and the Contract for the work is awarded to said Name of Bidder .. the Surety Company .. will execute the Surety Bonds as hereinbefore provided. .. Signed: Authorized Official, Agent, or Attorney .. Date: .. .. . .. OS-l - .. .. ~ j III m IIIi ~ .~ .. .. ~ III Ii ~ iA iii ,'ill .. .. :.1 iii .. . .. .. . . . .. ... SCHEDULE 3 .. OUALIFICA nON OF BIDDER: .. Contractor must be re!!:istered with the New York State Deoartment of Labor Aoorenticeshio Pro!!:ram. ... State the name, address and phone number of each project owner, Owner's representative whether engineer or architect, or contractor as the case may be, for whom work has been performed within the last five (5) years; the name and address of the project and contract designation; and the nature, location and date of the work performed. - ... ... .. .. FINANCIAL REFERENCES: Name Address Telephone No. Relationship to Bidder . .. .. .. .. .. .. QB-l - .. J J :::~ II ~ ~ "~ .. J .. :;'1 J~ .. .~ iii .. ;~i .. .. ii . ,." .. ... .. . . II. ill SCHEDULE 4 .. NON-COLLUSIVE BIDDING CERTIFICATE . Pursuant to General Municipal Law, the undersigned Bidder and each person signing on behalf of Bidder, and in the case of a joint bid, each party thereto, certifies as to its own organization under penalty of perjury that to the best of their knowledge and belief: :. (1) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; .. .. (2) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder, and will not knowingly be disclosed by the Bidder prior to opening, directly, to any other bidder or to any competitor; and .. (3) No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a bid for the purpose of restricting competition. Name of Bidder .. By: .. Address .. ACCEPTED: .. (Date) .. .. .. .. - NCBC-I ,. .. j .. .I .. ~ .. .. .. J l J J IliIi lIlIi .. . .IIi . . . l1li lit SCHEDULE 5 .. NOTICE OF AWARD ... RE: Highway Garage Facilities Emergency Generator Installation, Town of Wappinger ... TO: .. .. PROJECT DESCRIPTION: The OWNER has considered the BID submitted by you for the above described WORK in response to its INVITATION TO BID dated III You are hereby notified that your BID has been accepted for the amount of $ bid. Unit prices shall be per the attached bid proposal as approved by the Engineer. for base III III You are required by the Information For Bidders to execute the CONTRACT and furnish the required CONTRACTOR'S Performance Bond and Labor and Material Bond within ten (10) days from the receipt of this NOTICE OF AWARD. ... If you fail to execute said CONTRACT and to furnish said BONDS within said specified period of time, said OWNER will be entitled to consider all your rights arising out of the OWNER's acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. .. 1. You, as the low bidder, are also required to return an acknowledged copy of this NOTICE OF AWARD to the TOWN CLERK within ten (10) calendar days of the date of this Notice by certified mail, return receipt requested. .. 2. The Contract Signing has been scheduled for the _day of . 2010, at (prevailing local time) at the Town of Wappinger, Town Hall, 20 Middlebush Road, Wappinger, New York 12590. ilia NOTICE OF AWARD, dated this day of ,2010. .. Fellenzer Engineering LLP By: Eric D. Fellenzer PE Partner .. ACCEPTANCE OF NOTICE OF AWARD is hereby acknowledged .. this the day of ,2010. By: .. Title: NOA-l .. .. ~ J ":~ .II .~ ~ .II J J ~ .. J J J .II . .Ii ,; .. .I j, II i iii .i .i II. III SCHEDULE 6 NOTICE TO PROCEED III RE: ill TO: IlII Highway Garage Facilities Emergency Generator Installation, Town of Wappinger IlII PROJECT DESCRIPTION: .. .. You are hereby notified to commence work in accordance with the above referenced CONTRACT dated . 2010 within ten calendar days of . 2010 and that you are to fully complete the CONTRACT within 90 consecutive calendar days of ,2010. You, as the CONTRACTOR, are required to return an acknowledged copy of the NOTICE TO PROCEED to the ENGINEER within ten (10) calendar days of the date of this Notice by certified mail, return receipt requested. .. ill NOTICE TO PROCEED dated this _ day of ,2010. .. F ellenzer Engineering. LLP .. By: Eric D. Fellenzer. P.E. Partner .. ACCEPTANCE OF NOTICE .. . Receipt of the above NOTICE TO PROCEED is hereby acknowledged By: Title: Date: .. .. NTP-1 .. .. J J J J , J .I J ~ .I .i .~ ......jij" iii J J J l .a J J J .~ .. Iii . .i ~ .~ ,)Ii III \1} III J ~ J J J J :~ .. '" ... {~ .. i:t lIii .-~ .i ~ .. .. h .. .. .. .. LABOR AND MATERIAL PAYMENT BOND .. KNOW ALL MEN BY THESE PRESENTS, THAT lilt .. (Here insert the name and address of the Contractor) as Principal, hereinafter called the Principal, and .. (Here insert the name and address of the Surety) as Surety, hereinafter called the Surety, are held and fIrmly bound unto .. (Here insert the name and address of the Owner) as Obligee, hereinafter called the Owner, for the use and benefIt of the claimants as herein below defmed, in the lilt amount of Dollars ($ .. for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns jointly and severally, fIrmly by these present. WHEREAS, Principal has by written agreement, dated ,2010, entered into a contract with the Owner for the Highway Garage Emergency Generator installation in accordance with the drawings and specifIcations prepared by Fellenzer Engineering. which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, or its representatives or assigns and other subcontractors to whom Work under this Contract is sublet and its or their successors and assigns shall promptly payor cause to be paid all lawful claims for: .. .. . .. . - .. - LMB-I .. .. llIi iii 1. Wages and compensation for labor performed and services rendered by all persons engaged in the prosecution of the Work under said Contract; and any amendment or extension thereof or addition thereto, II whether such persons be agents, servants or employees of the Principal or of any such subcontractor, including 1 iii all persons so engaged who perform the work of laborers or mechanics at or in the vicinity of the site of the Project regardless of any contractual relationship between the Principal or such subcontractors, or its or their III successors or assigns, on the one hand and such laborers or mechanics on the other, but not including office employees not regularly stationed at the site of the project; and J 2. Materials and supplies (whether incorporated in the permanent structure or not), as well as utilities, ,1 .. power, heat, electricity, fuels, oils, implements or machinery furnished, used or consumed by said Principal or any subcontractor at or in the vicinity of the site of the Project in the prosecution of the Work under said Contract and J any amendment or extension thereof or addition thereto; then this obligation shall be void; otherwise to remain in full force and effect. J III 3. This bond is subject to the following additional conditions, limitations and agreements: (a) The Principal and Surety agree that the bond shall be for the benefit of any material man or .~ (~i .Ii laborer having a just claim, as well as the Owner itself. (b) All persons who have performed labor, rendered servIces or furnished materials and 11 .. supplies, as aforesaid, shall have a direct right of action against the Principal and its or their successors and J assigns, and the Surety herein, or against either or both or any of them and their successors and assigns. Such persons may sue in their own name, and may prosecute the suit to judgment and execution without the necessity .J of joining with any other person as party plaintiff. (c) The Principal and Surety agree that neither of them will hold the Owner liable for any .J judgment for damages or for costs or otherwise, obtained by either or both of them against a laborer or material man in a suit brought by either a laborer or material man under this bond for moneys allegedly due for performing /fi ;~ .. work or furnishing material. Ii In no event shall the Surety, or its successor or assigns, be liable for a greater sum than the ;~ .. LMB-2 lIilI1I ;'1 .. .. .. .. penalty of this bond or be subject to any suit, action or proceeding hereon that is instituted by any person, fIrm, or corporation hereunder later than two years after the complete perfonnance of said Contract and fInal settlement thereof. .. lit (d) Notwithstanding any of the foregoing limitations herein, this bond shall secure the prompt payment or discharge otherwise of any claim fIled with the provisions of the Labor or Lien Law of the State of New York, governing liens on account of public improvements, notice of which is given by the Obligee to the Surety within thirty (30) days after the fIling thereof with the Obligee, addressed to the Surety at its regular place of business. 4. The Principal, for itself and its successors and assigns, and the Surety, for itself and its successors and assigns, do hereby expressly waive any objection that might be interposed as to the right of the Owner to require a bond containing the foregoing provisions, and they do hereby further expressly waive any defense which they or either of them might interpose to an action brought hereon by any person, fIrm or corporation, including subcontractors, material men and third persons, for work, labor, services, supplies or material performed, rendered, or furnished as aforesaid upon the ground that there is no law authorizing the Owner to require the forgoing provisions to be placed in this bond. 5. And the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety, and its bonds shall be in no way impaired or affected by any extension of time, modifIcation, omission, addition, or change in or of the said Contract or the work to be performed hereunder, or by any payment hereunder before the time required therein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer thereof or of any part thereof, or of any Work to be performed, or any moneys due or to become due hereunder and said Surety does hereby waive notice of any and all of such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, Subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. lit .. lit .. .. .. .. .. .. .. .. .. LMB-3 III .. \~ iii t~ .. IN WITNESS WHEREOF, the Principal and Surety have executed this instrument, by a duly authorized ';:i~ .. person or officer in the case of a corporation, under their several seals on the date indicated below: Signed and sealed this day of ,2010. .. CORPORATION SEAL Principal '-~ .. Title 1 .. ATTEST: Witness SURETY SEAL ii ..1 Surety .~ .I Title Witness :~ Iii ATTEST: -~ .II ~ 11 .. J .i j .. III 'I III iii LMB-4 iii iii .. ... ... ... AGREEMENT .. This Agreement is entered into this _ day of ,2010 in the Town of Wappinger, County of Dutchess, New York, by and between the Town of Wappinger (hereinafter called the "OWNER"), the Supervisor of the Town of Wappinger and the Town Board whose address is 20 Middlebush Road, Wappinger, New York 12590, and , as Contractor, by whose address is (hereinafter called the "Contractor") in consideration of the covenants, promises and agreements contained herein. ... ... .. ... ... ... ... ... ... ... .. ... A-I Fe Project 05-060 ... ... :~ i J ~ J ~j II J J ~ .. ~ J J J J J J J J/ "j J J . .. GENERAL CONDITIONS ARTICLE I . . Statement of Performance and ComDensation The Contractor, at its own sole cost and expense, shall furnish all labor and services and all 1.1 . material and equipment necessary to perform the Contract Work and all work incidental thereto and shall perform all such work to completion in strict accordance with the Contract Documents as defined herein and subject to the satisfaction and approval of the Owner, within the time specified in the Information for Bidders, and further subject to all the covenants, agreements, promises, and conditions hereto. 1.2 The Owner shall pay and the Contractor shall accept, in full consideration of the Contractor's performance of the Contract, subject to additions and deductions as provided herein, the sum of: . . - Base bid: $ . Unit prices will apply as provided in the attached bid proposal as . approved by the Engineer. . ARTICLE II . . Definitions The Contract. The following shall be referred to as the "Contract Documents" and shall be 2.1 . deemed to be a part of this Contract: a. Invitation to bid and information for bidders; c. Proposal or bid; Qualification of Bidder; Notice of Intent to Award; . b. . d. . - GC-I .. .. I .. J e. Notice of Award; f. Notice to Proceed; J g. General Conditions; ~1 ~ 11III h. Special Conditions; 1. Specifications; J J. Drawings; k. All Addenda issued by Owner; J 1. All provisions required by law to be deemed included in this Contract whether or J not actually appearing therein; m. Performance and Payment Bonds. J 2.2 "ADDENDUM" or "ADDENDA" shall mean those additional contract provisions issued in J writing by the Owner prior to receipt of bids. 2.3 "CHANGE ORDER" shall mean those written orders, specified in Article IX, by which the ~ iii Owner may order revisions, additions, or omissions to the Work. 2.4 "CONTRACT" shall mean the agreement between the parties as expressed in those Contract J Documents referred to in Paragraph 2.1 of this Article. 2.5 "CONTRACT PRICE" shall mean the lump sum price, or gross price in the case of a unit J price contract, provided in Article I for which Contractor agrees to perform the Work. J 2.6 "CONTRACTOR" shall mean the party of the second part hereto, whether corporation, J partnership, joint venture, or individual, or any combination thereof, and its, their or his or her successors, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or J which shall at any time be legally substituted in the place of the party of the second part under this Contract. .4 J GC-2 l~ .I J IIIrlIi .. .. "OTHER CONTRACTORS" shall mean any contractor (other than the party of the second part or its sub- contractors) who has a contract with the Owner for work on or adjacent to the building or site of the work. 2.7 "CONTRACT DRAWINGS" shall mean only those drawings specifically entitled as such and listed in the specifications or in any addenda, or any detailed drawings furnished by the Owner, pertaining or supplemental thereto. 2.8 "CONTRACT WORK" shall mean everything required to be furnished and done by the Contractor by anyone or more of the parts of the Contract referred to in Paragraph 2.1 hereof, except Extra Work as hereinafter defmed; it being understood that, in case of any inconsistency or ambiguity in or between any part or parts of this Contract, the Owner shall determine which shall prevail. 2.9 DISPUTED WORK" shall mean work which the Contractor is ordered to perform, and which the Contractor claims should be considered Extra Work and not Contract Work and which the Owner claims is Contract Work. 2.10 "ENGINEER" shall mean the Engineer of the Owner duly designated by the Owner to be its representative at the site of the work, to administer the Contract and to exercise all the duties and rights to which the Engineer is entitled under the Contract and the Engineer's agreement with the Owner. 2.11 "EXCUSABLE DELAY" shall mean delay in the Contractor's performance of the Work which arises through no fault, error, act or omission of the Contractor. 2.12 "EXTRA WORK" shall mean work duly authorized other than that required by the Contract at the time of its execution. 2.13 "FINAL ACCEPTANCE" shall mean fmal acceptance of the work by the Owner, as evidenced by its authorized signature upon the Certificate of Final Completion, a copy of which shall be sent to the Contractor. Such acceptance shall be deemed to have taken place as of the date so stated in such .. .. .. .. .. .. - .. .. .. .. .. .. .. GC-3 .. .. em .. J Certificate. 2.14 "MATERIALMAN" shall mean any person, firm or corporation, other than employees of J );~ .. the Contractor, who or which contracts with the Contractor, or any Subcontractor, to fabricate or deliver, or ~ lIlli who actually fabricates or delivers, plant, materials or equipment incorporated in the Work. 2.15 "MEANS AND METHODS OF CONSTRUCTION" shall mean the labor, materials, ~ iii temporary structures, tools, plant, and construction equipment, and the manner and time of their use, necessary to accomplish the result intended by this Contract. ~ II1II 2.16 "PROJECT" shall mean the public improvement to which this Contract relates. J 2.17 "SITE" or "PROJECT SITE" or "WORK SITE" shall mean the area upon or in which the Contractor's operations are carried on, and such other areas adjacent thereto as may be designated as such by J the Engineer. 2.18 "SPECIFICATIONS" shall mean all of the directions, requirements and standards of ~ .. performance applying to the work as hereinafter detailed and designated under the Contract Document ,) IlIIIIl entitled "Specifications". 2.19 "SUBCONTRACTOR" shall mean any person, firm or corporation, other than employees t ... of the Contractor, who or which contracts with the Contractor or his Subcontractors to furnish, or actually I J furnishes labor, or labor and materials, or labor and equipment, at the site. 2.20 "WORK" shall mean everything required to be furnished and done by the Contractor under J the Contract, and shall include both Contract Work and Extra Work. 'I III >41 "~ .. ,k II ,':4 z~ .. GC-4 f ... .i .. .. ARTICLE III .. .. The Work and Its Performance 3.1 Character of the Work. The Contractor agrees to perform and complete the Work in strict accordance with the Contract Documents, with the best modem practice, and with workmanship and materials of the highest quality so as to achieve the results intended by the Contract Documents and to the satisfaction of the Owner and the Engineer. 3.2 Contractor's Warranties. The Contractor warrants and represents that the Work shall satisfy all the requirements of the Contract and shall conform strictly to the Contract Drawings and Specifications; be completed free from fault and defects; be of the highest quality and incorporate only new materials and equipment unless the Contract otherwise provides; be free of liens and encumbrances; be constructed in compliance with all applicable laws and insurance requirements; and be fit for the intended use and purpose. The Contractor further warrants and represents that it has reviewed carefully the Contract Documents, and that the Contractor can perform the Contract Work for the Contract Price and can achieve Substantial Completion on or before the scheduled completion date as specified in the Information for Bidders. 3.3 Means and Methods of Construction. The Contractor shall, at its own expense, provide all labor, materials, apparatus, scaffolding, appliances, utensils, tools, machinery, transportation and cartage and whatever else may be required of every description necessary to perform and complete the Work, and shall be solely responsible for the same and for the safe, proper and lawful construction, maintenance and use thereof. Unless otherwise expressly provided in the Contract Drawings, Specifications or Addenda, the Contractor shall be responsible for choosing the means and methods of construction; subject, however, to the Engineer's right to reject means and methods proposed by the Contractor which: .. .. .. .. .. .. .. .. .. .. .. .. .. GC-5 .. .. ;4 .. J .I a. Will constitute or create a hazard to the work, or to persons or property; or b. Will not produce fInished work in accordance with the terms of the Contract. j .. The Engineer's acceptance of the Contractor's means and methods of construction, or the Engineer's failure ~ Ul ;j III to exercise its right to reject such means or methods, shall not relieve the Contractor of any of its obligations under the Contract; nor shall the exercise of such right to reject create any claim or cause of action for J damages, which Contractor hereby expressly waives. 3.4 Shop Drawings. The Contractor shall submit on a timely basis all Shop Drawings and J revisions thereto, as provided in the Special Conditions. J 3.5 Utilities. The Contractor shall have sole responsibility for making all arrangements with respective utilities for the relocation of utility lines and facilities or the interruption or resumption of service, .I as may be provided in the Special Conditions and Specifications, and waives all claims against the Owner, J its employees, agents or representatives for damages relating to or arising therefrom. 3.6 Contractor's Familiarity with Site and Work Conditions. The Contractor represents that it . .;t~.} .Ji has inspected and is familiar with the nature and location of the Project Site and all physical conditions relating to the Work, including without limitation utilities, location of utility lines, existing buildings and J structures, roads, streets, access to and from the Project Site, topographical conditions, local climate and ii IliII weather conditions, surface conditions, and normal and foreseeable soil, rock, water and subsurface conditions. J 3.7 Unforeseeable Conditions. The Contractor shall be solely responsible for performing to completion all its Work notwithstanding the existence of any surface or subsurface conditions, whether ,~ .. foreseeable or unforeseeable. The Contractor shall perform under Change Order any Extra Work, pursuant J to Article IX, required by reason of Unforeseeable Conditions and shall accept Extra Payment therefor, as &:; :.{% .. J GC-6 .~ ... ''if! III ill .. .. the Contractor's total compensation for any and all losses, damages or expenses arising out of or relating to Unforeseeable Conditions. The Contractor shall give further written notice to the Engineer within three (3) days after discovery of any condition which the Contractor claims to be an Unforeseeable Condition. The Contractor waives and releases any right to Extra Payment relating to an Unforeseeable Condition if the Contractor fails to give such notice as provided. 3.8 Representative Detail. All specifications, notations, or details in the Contract specifically applicable to one or a number of similar situations, materials or processes, or shown as typical or representative, shall apply to all similar situations, materials, or processes, wherever appearing in the Work, unless the Contract clearly requires a contrary result. A typical or representative detail indicated on the Contract Drawings shall be the standard of workmanship and material in all corresponding parts of the Work. Where necessary, and where inferable from the Contract Drawings and Specifications, the Contractor shall adapt such representative detail for all corresponding parts of the Work. All references in the Contract to materials, equipment, or facilities shall be construed to require the Contractor to furnish the same in accordance with the grades and/or standards indicated in the Contract. Where the Contract does not specify any explicit quality or standard for materials or workmanship, the Contractor shall use only workmanship and new materials of the best quality. .. .. .. .. .. .. .. .. .. 3.9 Measurements. The Contractor shall be responsible for all measurements required for .. execution of the Work to the exact position and elevation as required by the Contract. Before executing any work, Contractor shall verify all measurements by inspection or examination at the Site. Contractor acknowledges that the Contract Drawings do not necessarily show all variations in alignment, elevation, or dimension required to satisfy architectural and structural limitations; and Contractor assumes responsibility for the proper and correct construction. .. .. .. .. GC-7 .. .. .~ .. J 3.10 Interpretation of Contract Documents. The Contractor shall submit to the Engineer, pursuant to Article XII, all issues, questions, and problems concerning the meaning and intent of the ~ iii Contract, including issues resulting from inconsistencies between or among any documents forming part of J the Contract. The Engineer's determination shall be conclusive, final and binding on the Contractor. 3.11 Permits. The Contractor shall secure all permits, licenses, and approvals required under the J Contract or otherwise necessary for the proper performance and completion of the Work. 3.12 Specifications and Drawings. The Contract Specifications and Drawings and all other J Contract Documents are intended to supplement each other, and together constitute one complimentary set .~ iii of plans, so that any work exhibited in the one and not in the other shall be executed just as ifit had been set forth in all, in order that the Work shall be completed in every respect according to the complete design or J designs as decided and determined by the Engineer. Should anything be omitted from the Specifications or j II Drawings which is necessary to a complete understanding of the Work, or should any error appear either in the various drawings furnished or in the work done by other Contractors affecting the Work covered hereby, i .. the Contractor shall promptly notify the Engineer in writing, pursuant to Article XII within three (3) days of discovery of the error or omission. In the event of the Contractor's failure to do so, he shall make good any J damage or defect in his work cause by reason of such error or omission and waives any claim for Extra J Payment therefor. 3.13 Satisfaction of the Owner and Engineer. All work under this Contract shall be done to the IIIli satisfaction of the Owner and Engineer. The Engineer shall determine the quantity, quality, acceptability and fitness of the various items of work and materials to be furnished and paid for hereunder, and whether J the Contractor has performed in accordance with the Specifications and Drawings. The Engineer may direct .i.! .. the Contractor to correct or remove such materials or work as in the Engineer's opinion are not in accordance {g .. '::1' IIIli GC-8 .. f .. III III III with the Specifications or Drawings and to substitute therefor without delay other work and materials, and in such event the expense of doing so and of making the directed correction or substitution shall be borne solely and fully by the Contractor. The determination of the Engineer in all such matters shall be conclusive, final and binding upon the Contractor. 3.14 Contractor's Duty to Correct Defective Work. Upon notification from the Engineer, the Contractor shall, at its own cost, promptly correct any and all defects, including without limitation settlement, shrinkage, and nonconforming materials, in its Work or in that of any Subcontractor employed by the Contractor which occur due to the fault of the Contractor or its Subcontractors during the progress of the Work or which appear within twelve (12) months after the date of Final Acceptance. If, within ten (10) days after mailing of notice in writing to the Contractor or its agents of the occurrence or appearance of any such defect the Contractor has not corrected such defect, the Owner may correct such defect. In the event of an emergency where, in the opinion of the Engineer, delay could cause serious loss or damage to persons or property, the Owner may correct such defect without advance notice. The Engineer shall determine the cost to the Owner of any defect corrected by the Owner, whose determination shall be conclusive, final and binding, and such cost shall be borne solely by the Contractor. All sums or expenses so incurred by the Owner shall be deducted or offset from money when due or thereafter due from the Owner to the Contractor. .. .. .. III .. III .. .. .. .. 3.15 Lines, Marks and Grades. The Contractor shall, at its own expense, promptly furnish all labor and materials necessary or proper for marking and preserving all lines, marks or grades that may be given to the Contractor by the Engineer. The Contractor shall carefully follow and preserve all the lines, marks and grades given by the Engineer, and shall notify the Engineer promptly whenever the Contractor will need lines, marks or grades other than those which have already been provided, and the Contractor shall .. .. .. .. GC-9 .. .. j .. J not be entitled to any extension of time for delays occurring in the giving of any lines, marks or grades by the Engineer unless twenty-four hours notice in writing is given to the Engineer that additional lines, marks ~ .. and grades as the case may be are needed. All Work shall conform to the lines and grades by the Engineer in J accordance with the said plans, it being understood and agreed, however, that such lines and grades may be from time to time modified in the discretion of the Engineer. J 3.16 Inspection. During the progress of the Work and up to the date of Final Acceptance, the Contractor shall at all times afford the Owner and its representatives access to its Work Site and every i iii reasonable, safe and proper facility for inspecting all work done or being done at the Site, and also the iii manufacture or preparation of materials and equipment at the place of such manufacture or preparation. The Contractor shall also provide such access to representatives of the United States Environmental Protection J Agency, the New York State Department of Environmental Conservation, and all other duly authorized J governmental authorities. The Contractor's obligations hereunder shall include the uncovering or taking down of finished Work, and its restoration thereafter; provided, however, that the order to uncover, take J down and restore shall be in writing, and further provided that if work thus exposed proves satisfactory, such uncovering or taking down and restoration shall be considered an item of Extra Work to be paid for in ~ .. accordance with the provisions of Article IX hereof. 3.17 Inspection and acceptance by the Owner. Inspection by the Owner and/or the Engineer or J their representatives of finished Work or of Work being performed, or of materials and equipment at the J III place of manufacture, preparation or storage, shall not relieve the Contractor of its obligation to perform the Work in strict accordance with the Contract. Finished or unfinished Work found not to be in strict ;2 :ij .. accordance with the Contract shall be replaced as directed by the Engineer at Contractor's sole cost, even j .. though such work may have been previously accepted and paid for. Rejected work and materials shall be .i .a GC-lO .. ':~ .. .. .. promptly taken down and removed from the Site, which must at all times be kept in a reasonably clean and neat condition. .. .. 3.18 Protection of Work and of Persons and Property. During performance and up to the date of Final Acceptance, the Contractor shall be under an absolute obligation to protect the unfinished Work as well as materials and equipment against any damage, loss or injury; and, in the event of such damage, loss or injury, he shall promptly replace or repair such Work, whichever the Engineer in its discretion shall determine to be preferable. The obligation to deliver finished Work in strict accordance with the Contract prior to Final Acceptance shall be absolute and shall not be affected by the Engineer's approval of or failure to prohibit means and methods of construction used by the Contractor. During performance and up to the date of Final Acceptance, the Contractor must take all reasonable precautions to protect persons and property of the Owner and of others from damage, loss or injury resulting from its or its Subcontractors' operations under this Contract. The Contractor's obligation to protect shall include the duty to provide, place and adequately maintain at or about the Site suitable and sufficient security guards, lights, barricades and enclosures necessary to ensure protection. 3.19 Contractor's Duty to Report. Within three days after written notice to the Contractor of the occurrence of any loss, damage or injury to work, persons or property, the Contractor shall make a full and complete report in writing to the Engineer. 3.20 Indemnification. The Contractor agrees that, in the event that persons or property of the Owner or of others sustain loss, damage or injury, including death, resulting from the intentional, reckless or negligent acts of the Contractor, or its Subcontractors, in their performance of this Contract, or from its or their failure to comply with any of the provisions of this Contract or oflaw, the Contractor shall indemnify and hold the Owner and its representatives harmless from all legal expenses and attorneys' fees incurred, all .. .. .. .. .. .. .. .. .. .. .. .. .. GC-ll . . J J claims and judgment for damages, and all other costs by reason thereof. 3.21 Proiect Meetings. The Contractor shall attend without exception all Project Meetings upon J advance notice from the Owner or Engineer. A copy of the minutes of each meeting shall be sent to the i 1 .. Contractor, who shall promptly inform the Engineer or Owner, in writing, of all errors or omissions in the minutes. The Contractor's failure to do so shall constitute a conclusive and binding admission on the part of ,~ ~ .. the Contractor that the information contained in the minutes is true, accurate and complete. 3.22 No Right of Action. The provisions of this Article shall not be deemed to create any right J .. of action in favor of third parties against the Contractor, or against the Owner or its representatives. :i J Article IV J Provisions Relating to Time J 4.1 Commencement and Prosecution of the Work. The Contractor must commence its Work within ten days after the date specified in the written Notice to Proceed signed by the Owner or Engineer. J The time for performance of the Work under the Contract shall be computed from the 10th day after the date specified in such written Notice to Proceed. The Contractor agrees that time is of the essence of this J Contract, and the Contractor shall therefore prosecute the Work diligently, using such means and methods of construction as will assure its completion not later than the date specified therefor, or on the date to which .I the time for completion may be extended as provided herein. ,~ iii 4.2 Progress Schedule. To enable the Work to be planned and prosecuted in an orderly and expeditious manner, the Contractor, within 10 days after the award of this Contract, unless otherwise ":'3 iii directed by the Engineer in writing, shall submit to the Engineer a proposed Progress Schedule, showing: ... a. The anticipated time of commencement and completion of each of the various .Ii .. GC-12 Iii .. .. .. .. items of Work to be performed under this Contract; The sequence of each of these items of Work and their inter-relationship with each other and with those of all other related contracts; and The estimated time required for fabrication or delivery of all materials and equipment required for the Work; and 4.3 The proposed progress schedule shall be revised as directed by the Engineer and shall be subject to the Engineer's satisfaction. The accepted Progress Schedule shall be strictly adhered to by the b. .. .. c. .. .. Contractor. If the Contractor fails to adhere to the accepted Progress Schedule, or to the Schedule as revised, the Contractor shall promptly adopt such other or additional means and methods of construction as will make up for the time lost and will assure completion in accordance with such Schedule. The Contractor's failure to provide Progress Schedules or requested revisions thereto, or to complete the Work in accordance therewith, shall constitute a material breach of this Contract. 4.4 The Contractor agrees that its submittal of Progress Schedules is for the Owner and Engineer's information, and the Engineer's acceptance of same shall not imply that the Engineer represents or warrants that the Contractor can complete the Work in accordance with the Progress Schedule. If at any time the Engineer determines in its sole discretion that the Contractor's Work is not progressing in accordance with the Progress Schedule or that the Work is likely to be delayed, the Engineer may give written notice directing the Contractor to increase its manpower and amount or types of equipment, and to undertake additional work shifts. If the Engineer and the Contractor do not agree as to the cause or existence of the delay, or if the Contractor disputes the necessity of the Engineer's directive, the Contractor shall nonetheless comply with the Engineer's directive and shall perform in conformance therewith, subject to Article X (Disputed Work). .. .. ill .. .. .. ill .. .. .. GC-13 .. .. J III J Article V im III Cooperation with Other Prime Contractors ~ .. 5.1 The Contractor acknowledges and agrees that the Owner may award contracts to other prime contractors for other portions and aspects of the Project. The Contractor agrees to cooperate fully and .. coordinate its Work with all other prime contractors in order to avoid disputes and delays, and to assure the timely progress of the Work and the work of all other prime contractors, and the proper, efficient, and g ~ III expeditious completion of the Project. j iii 5.2 The Contractor agrees to provide access to all other prime contractors to review documents in the Contractor's possession relating to the Work and to observe the Work as necessary or desirable in '0 ,~ .. order to comply with the provisions and purpose of this Article. 5.3 The Contractor agrees to use its best efforts to organize and integrate its Work with the I ,1- "j work of all other prime contractors and their subcontractors so as not to interfere with or delay the timely and g III proper performance of any other prime contractor's work. The Contractor agrees to commence the Work on the Commencement Date and to prosecute the Work with all possible speed so as to comply with the .. Progress Schedule; submit shop drawings promptly to the Engineer and to other prime contractors so as to cause no delay in the work of any other prime contractor; correct promptly all work which is incorrect or .. defective, or which does not conform to the Contract; review carefully in advance the progress schedule of J all other prime contractors and all Drawings and Specifications in the Contract of each other prime contractor, and all shop drawings, which may affect the work; allow all other prime contractors to review in ~~' .Ii advance all documents forming a part of the Contract, and all shop drawings, which may affect the work of ... such other prime contractors; to coordinate its Work carefully and to allow other prime contractors III .. GC-14 Ii .. .. .. .. reasonable access to the Contractor's Site in order to coordinate the Work of all contractors; not to excavate, uncover, cut or alter the work of any other prime contractor unless so ordered by the Engineer; and notify promptly all other prime contractors and the Engineer of all problems which may cause obstruction, damage, or delay to either Contractor or other prime contractors and to cooperate with the other prime contractors to mitigate the effects of the problem. 5.4 The Contractor agrees that the Owner does not guarantee that the Contractor or any other prime contractor will perform its Work in a responsible, efficient or timely fashion; and that the Contractor shall have no recourse or claim whatsoever against the Owner for any loss or damages resulting from any acts or omissions of any other prime contractor, and the Contractor hereby waives any such recourse or claim against the Owner, including damages for delay. Article VI .. .. .. .. .. .. Subcontractors Submittal. The Contractor shall, with its bid proposal, and prior to entering into any 6.1 .. .. Subcontract, submit to the Engineer, with respect to each proposed Subcontractor, the name and address of the Subcontractor; a description of the work to be performed or materials or equipment supplied by the Subcontractor; a description of the Subcontractor's past experience in performing similar work; a statement that the Subcontractor has sufficient capacity and financial resources to perform and complete its Subcontract; and any other information as to Subcontractor's fitness and responsibility as the Owner or Engineer may request. .. .. .. 6.2 Acceptance. The Engineer shall inform the Contractor prior to execution of the Contract .. whether the proposed Subcontractor is acceptable. The Engineer's acceptance shall not be construed as any representation or warranty with respect to the Subcontractor's qualifications and fitness or ability to perform .. .. GC-15 .. .. lIlIIi J the work. The Contractor shall assert no claim for loss or damages by reason of the Engineer's rejection of a proposed Subcontractor. Nothing contained in this Contract shall create any relationship of contract or .. agency between the Owner and Subcontractor. 6.3 Contractor's Responsibility for Subcontractor. The Contractor shall have full .~ . responsibility for all work performed by all its Subcontractors and for all acts and omissions of all its <~ lIiI Subcontractors and its Subcontractors' employees. 6.4 Subcontracts. All Subcontracts shall be in writing and an executed copy furnished J promptly to the Engineer upon request. The Contractor, prior to entering into each Subcontract, shall inform J the Subcontractor in detail of all requirements under this Contract relating to the Subcontractor's Work. All Subcontracts shall provide expressly that such Subcontract is subject to all the requirements of this Contract "f .. and that all work under the Subcontract shall comply with all the requirements of this Contract. The :i '\q: .. Contractor's execution of a Subcontract shall constitute a representation to the Owner that the Contractor has informed the Subcontractor in detail of all requirements under this Contract relating to the Subcontractor's :l .. work. Article VII ;~ .. Contractor's Representatives 7.1 Designated Representatives. The Contractor shall, upon execution of the Contract, .. designate in writing one or more persons who shall have full authority to act on behalf of the Contractor with .. respect to this Contract and to bind the Contractor, and at least one of whom shall be available at all times during the Contractor's performance of its Work. The Contractor may change the designated representatives J upon advance written notice to the Owner. IIIIi 7.2 Site Representative. The Contractor shall maintain on site at all times during the iii .. GC-16 .. C,' .. .. .. performance of its Work a superintendent who shall have full authority to make all decisions with respect to the Work, attend job meetings and represent the Contractor in coordinating its Work with other prime contractors. .. .. Article VIII - Payment to Contractor 8.1 Detailed Schedule. For each Lump Sum item bid, prior to the submittal of its first progress payment requisition and as a condition to payment, the Contractor shall submit to the Engineer a Detailed Schedule setting forth a breakdown of the contract price for all the labor and materials to be furnished. The Detailed Schedule shall set forth the quantity and price of each lump sum item of the Work, and shall list the quantity and price as to labor and materials separately. The Detailed Schedule shall be revised promptly by the Contractor upon the Engineer's request and to the satisfaction of the Engineer, and shall not be changed following acceptance except with the Engineer's authorization. 8.2 Progress Payments. Payments for work performed and materials supplied up to the date of Substantial Completion shall only be made pursuant to Requisitions for Payment on forms provided by the Owner, signed by the Contractor and approved by the Engineer. Such Requisitions may be submitted no more than once each month for work and materials actually furnished during the period commencing on the last date covered by the Contractor's last prior Requisition and ending on the date specified in the current Requisition. 8.3 Contents of Requisitions. Each Requisition shall have annexed the Detailed Schedule, annotated to reflect all lump sum items of Work actually completed to date. Each Requisition shall set forth separately the quantity and price of all labor and materials furnished and incorporated in the Project during the current requisition period, the percentage of the Work actually completed to date, and the quantity and .. .. .. .. .. .. .. .. .. .. .. .. GC-17 .. .. 4 .II J price of all approved Extra Work, clearly designated as such. The Contractor shall also furnish with each Requisition all documents reasonably requested by the Engineer, including without limitation bills oflading !1 ~ .. or sale and proof of amounts paid or owing to Subcontractors. Each Requisition shall constitute a 1 lIIIiI representation by the Contractor that the work and materials reflected therein have been actually furnished; that the quantities and prices therefore are true and accurate; and that the Contractor has no knowledge of f .. any mechanics', material men's, laborers' or vendors' liens having been filed against the Project or the funds appropriated therefore. Each Requisition shall further constitute a waiver and release of any and all liens by J the Contractor for all work and materials furnished through the last day of the last prior Requisition for J which payment has been made by the Owner. 8.4 Unincorporated Material. The Owner may, but is not obligated to, approve payment for material which has been fabricated and stored, or undelivered on condition that the Contractor shall have furnished to the Engineer all documents the Owner may require, such as bills of lading or sale and evidence it ri iii of appropriate insurance coverage. , 'r# III 8.5 Retainage. The Owner shall be entitled to retain out of any amount approved for payment up to five percent (5%) of such amount until the Contractor shall have achieved Substantial Completion, as i .. set forth in Article XVII. The Owner shall in addition be entitled to retain an amount necessary, in the .:"i: +t ... Owner's opinion, to satisfy all claims, liens or judgments against the Contractor which have not been discharged. The amounts retained pursuant to this Paragraph 8.5 are in addition to amounts which the <1i .. Owner may retain or withhold pursuant to other Articles of this Contract, including Article XIII (Default), Article XIX (Final Completion), Article XX (Maintenance and Guarantee), and Article XXII (Liquidated J Damages). ;~ .. 8.6 Disapproval and Withholding ofPavment. The Engineer may disapprove and withhold f{ .. .. GC-18 .. ;;.)! iii .. .. .. any payment or portion thereof to the extent that, in the Engineer's opinion: the Requisition or any annexed documents are incorrect or incomplete; the Work or materials described in such Requisition or in any previous Requisition does not comply with the Specifications and Drawings or was not furnished as stated; a lien against the Project or funds appropriated therefor has been filed relating to the Contractor's Work or materials furnished; a claim has been asserted against the Owner for which the Contractor has agreed to indemnify the Owner pursuant to Article III, Paragraph 3.30; any amounts are due and owing from the Contractor to any Subcontractor or employee pursuant to the labor or lien laws; or the Owner has determined the Contractor to be in default pursuant to Article XIII. The Engineer shall notify the Contractor in writing if the Engineer disapproves all or part of a Requisition and the reasons therefor. The Contractor agrees to perform immediately all corrective action required by the Engineer and shall continue to perform the Work without delay in accordance with the Contract. .. .. .. .. .. .. Article IX Change Orders. Omitted Work and Extra Work 9.1 Owner's Right to Issue Change Orders. The Contractor agrees that the Owner reserves the right to issue written Change Orders at any time and for any reason whatsoever to revise the Specifications and Drawings, add Extra Work, or omit Work or portions thereof, or which may change the nature, scope, quantity, area, sequence, grade, or size of the Work, whenever in the Owner's opinion it shall be necessary or in its best interests to do so. No Work shall be omitted, and no Extra Work added, except pursuant to a written Change Order approved by the Owner and signed by the Engineer, and the Contractor shall not perform any Extra Work without such Change Order. The Contractor shall not be entitled to any Extra Payment for any Extra Work to the extent such Extra Work is, in the opinion of the Engineer, required due to the Contractor's fault, error, omission, negligence or delay. .. .. .. .. .. .. .. .. GC-19 .. .. 4 Ii1l J 9.2 Reduction in Contract Price. The Contract Price shall be reduced to the extent that any J~ .,y! Change Order, whether for omitted Work or otherwise, results in a decrease in the Contractor's cost to J perform the work involved, as determined by the Engineer based on the estimated costs of: a) necessary materials; b) necessary direct labor; c) required insurance; d) operation, maintenance and rental of necessary ~ .. plant and equipment; plus e) ten percent (10%) of the total of items (a) through (d) as compensation for all overhead and administration costs; plus f) ten percent (10%) of the total of items ( a) through (e) as .~ .. compensation for profit. The parties agree that all rental costs of plant and equipment shall be based on the I .. most recent New York State Department of Transportation index or comparable index, in the Engineer's discretion. ,~ .. 9.3 Extra Pavment. If the Owner requires Extra Work involving items of work for which unit J prices or lump sum amounts are specified in the Contract, the Extra Payment shall be determined by the Engineer in accordance with such unit prices or lump sum amounts. In the event any Extra Work or ~~ ~ .II materials are required by the Owner involving items of work or materials for which prices are not specified in the Contract, the Owner may request the Contractor in writing to submit a proposed quotation for such ,I .I work or materials on either a lump-sum, unit price, or time and materials basis, in the Owner's discretion. The Contractor shall submit within ten (10) days of the request a written quotation which shall set forth in i J detail the Contractor's estimated costs, overhead and profit. The quotation shall constitute the Contractor's .i J offer to the Owner to perform such Extra Work at the price quoted, and such offer shall be irrevocable for a period of sixty (60) days from date of receipt; thereafter, any revocation of the offer must be made to the ~ .. Owner in writing. ,~ III 9.4 Inability to Agree on Price. If the Owner and the Contractor are not able to agree on the '* 'l .. J GC-20 iii .. .. .. .. amount of Extra Payment for the proposed Extra Work, and the Owner exercises its right to issue a Change Order for such Extra Work, or if the Owner exercises its right to issue a Change Order for such Extra Work without requesting or receiving within the time required the Contractor's quotation, then the Contractor shall proceed immediately with the Extra Work, and any Extra Payment due the Contractor for such Extra Work shall be computed on a Time and Material basis, as provided in the following Paragraph 9.5. 9.5 Time and Material Basis. For all Extra Work performed by the Contractor on a Time and Material basis, the Owner shall pay, and the Contractor shall accept, the reasonable costs actually incurred by the Contractor to perform and complete such Extra Work, as determined by the Engineer based on the costs of: a) necessary materials; b) necessary direct labor; c) required insurance; d) operation, maintenance and rental of necessary plant and equipment; plus e) ten percent (10%) of the total of items (a) through (d) as compensation for all overhead and administration costs; plus f) ten percent (10%) of the total ofItems (a) through (e) as compensation for profit. The parties agree that all rental costs of plant and equipment shall be based on the most recent New York State Department of Transportation index or comparable index, in the Engineer's discretion. .. .. .. .. .. .. .. 9.6 Extra Work Performed by Subcontractor. If a Subcontractor performs Extra Work on a .. .. lump-sum basis, the Contractor shall be paid the Subcontractor's lump-sum price plus five (5%) of such lump-sum price which shall be deemed to include the Contractor's profit and all costs and expenses, including without limitation, costs of superintendence, administration, insurance, and delay. If a Subcontractor performs Extra Work on a Time and Material basis, the Contractor shall be paid only the actual and reasonable cost of the subcontracted Extra Work, based on the criteria (a) through (f) listed in Paragraph 9.5 above, plus five percent (5%) of such actual and reasonable cost which shall be deemed to include the Contractor's profit and all costs and expenses, including without limitation costs of overhead, .. - .. .. .. GC-21 .. .. III -ii IIlIii superintendence, administration, insurance and delay. 9.7 Time and Material Statement. The Contractor understands and agrees that the timely J submittal of Time and Material Statements is ofutrnost importance and is a condition precedent to asserting any claim for Extra Payment for Extra Work performed on a Time and Material basis. The Contractor shall ~ . deliver to the Engineer on each day during which Extra Work has been done on a Time and Material basis a ~ .. signed, detailed statement in form acceptable to the Engineer setting forth, separately as to each such day, the following: i .Ii a. The quantity, cost, and description of all materials furnished; I .. b. The name of each worker and his or her social security number; number of hours worked; hourly rate of pay; the total wages, taxes, union and insurance i .. assessments; his or her title or category; and description of work performed; # . c. Each piece of equipment or machinery used; whether it is owned or rented and if rented, the rental cost; and all costs incurred, including without limitation costs of .. insurance, fuel, and necessary maintenance. 9.8 Failure to Deliver Time and Material Statements. The Contractor's failure to submit timely .~ ... a signed and complete Time and Material Statement shall constitute a waiver of any right to Extra Payment to the extent that such Statement is not timely delivered or is incomplete. The Engineer, in its sole ..a discretion, may accept an untimely or incomplete Statement but such acceptance shall not constitute any \~ 'fli - waiver of the Owner's right to strict enforcement of this provision or to disallow any claim for Extra Payment, and shall not relieve the Contractor of its obligation to comply with the provisions of this Article. , ...i The Contractor understands that the information contained in the Time and Material Statements is to enable the Owner to monitor and verify the Extra Work performed and shall not be binding on the Owner. '}~ .. '\ .i .. GC-22 .. .. .. .. 9.9 Acceptance of Extra Pavment. The Contractor's acceptance of Extra Payment for any Extra Work shall constitute an unconditional waiver and general release of the Owner of all claims and causes of action with respect to such Extra Work, whether asserted by the Contractor or through the Contractor on behalf of others. . .. . Article X Disputed Work Notice. In the event the Owner or Engineer directs the Contractor to perform Disputed . 10.1 .. Work, the Contractor shall promptly and expeditiously perform such Disputed Work to completion. As a condition precedent to asserting any claim for Extra Payment with respect to such Disputed Work, the Contractor shall give written notice to the Engineer, prior to the Contractor's commencement of the Disputed Work, that the Contractor is performing such Disputed Work under protest. 10.2 Contents of Notice. The Notice shall state that the Contractor claims the work is Disputed Work and that the Contractor shall perform such Disputed Work under protest. The Notice shall also set forth in detail a description of the Disputed Work, the number of workdays the Contractor estimates necessary to complete the Disputed Work, and the specific grounds upon which the Contractor claims the Disputed Work should be considered Extra Work. The Contractor's failure to give timely written notice as herein provided shall constitute a waiver of all claims relating to such Disputed Work. 10.3 Time and Material Statement for Disputed Work. As a further condition precedent to the right to claim Extra Payment for performing such Disputed Work, the Contractor shall submit to the Engineer a signed Time and Material Statement for Disputed Work setting forth the items required in Article IX, Paragraph 9.7, on each day during which the Disputed Work was performed. Upon completion of the Disputed Work, the Contractor shall submit a final Time and Material Statement for Disputed Work on the .. .. .. .. .. .. .. .. .. .. GC-23 .. .. I iii .~ J Friday of the last week in which Disputed Work was performed, setting forth the total dollar amount the Contractor will claim as Extra Payment for labor and materials. The Contractor's failure to submit timely J signed and complete Time and Materials Statements for Disputed Work shall constitute a waiver of all j claims relating to such Disputed Work. The Engineer, in its sole discretion, may accept an untimely or incomplete Statement but such acceptance shall not constitute any waiver of the Owner's right to strict j .. enforcement of this provision or to disallow any claim for Extra Payment, and shall not relieve the Contractor of its obligation to comply with the provisions of this Article. The Contractor understands that J the information contained in the Time and Material Statements for Disputed Work is to enable the Owner to .~ .. monitor and verify the Disputed Work performed and to evaluate the Contractor's claims and shall not be binding on the Owner. J Article XI Suspension of Work i'; .. ILl Notice to Suspend Work. The Owner shall have the right to order the Contractor, upon 1 .. written notice, to stop or suspend its Work and Extra Work at any time and for any reason. The Notice to Suspend Work shall specify the date on which the Work and Extra Work shall stop and may set forth an .~ .. estimated date of resumption or may provide that the Work shall be suspended until further notice. The Contractor shall resume its Work and Extra Work upon the Owner's written Notice to Resume Work. The .. Contractor waives all claims for loss or damage by reasons of such suspension, and agrees that its rights to .~~ .. an Extension of Time, as provided in Paragraph 11.2 of this Article, and to elect to terminate, as provided in Paragraph 11.3 of this Article, shall constitute the Contractor's sole remedies in the event of suspension of ,I .it work. ~ .. 11.2 Extension of Time. The Contractor shall receive an Extension of Time to complete the I~ III <~ .. GC-24 .. wi . .. Contract corresponding to the number of days the Work is suspended unless the Owner determines that the suspension was necessary by reason of the Contractor's delay, defective or incorrect Work, failure to place timely orders for materials, equipment, services or labor, or other failure to comply with the Contract. .. .. 11.3 Contractor's Election to Terminate. If, pursuant to a Notice to Suspend Work issued by the . Owner, the Work is suspended for a period exceeding one hundred twenty (120) days or for a period exceeding in the aggregate one hundred eighty (180) cumulative days by reasons of two or more Notices to Suspend Work, the Contractor may elect to terminate the Contract by giving written notice to the Owner. The Contractor's right and obligation to perform the Work shall terminate upon the Owner's receipt of the Contractor's Notice of Election to Terminate. Following receipt of the Contractor's Notice of Election to Terminate, the Owner shall pay to the Contractor all sums unpaid and owing pursuant to duly submitted Requisitions less amounts retained or withheld pursuant to this Contract. The Contractor's Notice of Election to Terminate shall constitute a waiver and release of all claims and causes of action against the Owner and Engineer except for sums unpaid and owing pursuant to duly submitted Requisitions, sums retained or withheld pursuant to this Contract, and Extra Payment for alleged Disputed Work for which the required Notice and Time and Materials Statements for Disputed Work were duly submitted and which have not been the subject ofa Final Determination by the Engineer as of the date of receipt of the Contractor's Notice of Election to Terminate. 11.4. Compliance with Article xv. The Contractor, upon giving Notice of Election to Terminate, shall comply with and perform the obligations provided in Article xv of this Contract. Article XlI .. .. .. .. .. . . . .. .. Intemretations and Disputes In order to resolve disputes, avoid litigation, and promote the orderly and timely progress of 12.1 .. - GC-25 .. .. .~ lIil J the Work, the Contractor and the Owner hereby authorize the Engineer to act as the arbiter and interpreter of the Contract and to determine all questions, whether of a legal or factual nature, arising thereunder, including ,i .i without limitation: a. Issues relating to the meaning, interpretation and scope of the Contract Drawings J and Specifications and the other Contract Documents; 1 .. b. Issues relating to the performance, quantity, quality, acceptability, fitness and progress of the Work and compliance by the Contractor and its Subcontractors with J the requirements of the Contract; .J c. Issues relating to Change Orders, Extra Work and Disputed Work including without limitation: ,~ .. whether any Disputed Work is Contract Work or Extra Work; whether the Contractor is entitled to Extra Payment by reason of any Change Order ,~ .. and the amount of any such Extra Payment; and J (i) whether the Owner is entitled to a reduction in the Contract Price by reason ~,~ of any Change Order, and the amount of such reduction in the Contract iii Price; .ii .. d. Issues relating to the Contractor's completion of the Work in accordance with the Contract and Final Punch List; "'$ .. e. Issues relating to the suspension of the Work; f. Issues relating to the termination of the Contractor. III 12.2 Duty to Notify. In the event the Contractor believes that any discrepancy, inconsistency, J error or omission exists under any of the Contract Documents, or if the Contractor disputes any written order .~ Ii .. GC-26 .. .. .. .. .. or notice of the Engineer or Owner, the Contractor shall immediately inform the Engineer and shall also submit to the Engineer a written notice of the dispute or a written request for interpretation, within three (3) days of the date the Contractor receives the order or notice in dispute or discovers or should have discovered the discrepancy, inconsistency, error or omission, as the case may be. 12.3 Contents of Notice. Each notice of dispute or request for interpretation must specify in reasonable detail: . .. .. (b) (c) The nature of the Contractor's dispute with a description of Disputed Work, if any, or the information or interpretation requested by the Contractor; The date by which the Contractor requires a determination; and The Contractor's proposal to resolve the problem or resolve the dispute. .. (a) .. .. The Contractor shall include with the Contractor's notice or request all documents and other information which the Contractor deems relevant. The Contractor shall furnish promptly any additional information which the Engineer requests in connection with any such matter. The Engineer may reject the Contractor's notice or request if, in the Engineer's judgment, such notice or request is not sufficiently detailed. 12.4 The Engineer shall review each matter submitted hereunder and deliver a Final Determination to the Contractor within thirty (30) days which sets forth the Engineer's reasons for such Final Determination and, if the Final Determination involves computation of a monetary amount, the method of such computation. 12.5 The Engineer's Final Determination shall be fmal, conclusive and binding. 12.6 The Contractor's failure to submit a matter in timely fashion to the Engineer under this Article shall be a waiver of any claim for Extra Payment, extension of time, and all loss or damage relating to the particular matter. .. .. .. .. .. .. .. .. GC-27 . .. Ji ;~ .i J Article XIII Default J 13.1 Grounds for Default. The Owner may declare the Contractor to be in default of this tj .it Contract upon the occurrence of any of the below-enumerated events, including, but not limited to the following: :~ .I (a) The Contractor fails to commence Work on the Commencement Date, unless by reason of an Excusable Delay; j (b) The Contractor abandons the Work; .~ ;;~ iii (c) The Contractor refuses to proceed with the Work when directed by the Engineer or the Owner; :i .. (d) The Contractor reduces its work force to a number which, if maintained, would be insufficient, in the Engineer's opinion, to complete the Work in accordance with the J Progress Schedule; ;~ .. (e) The Contractor assigns this Contract, or Contractor's rights or obligations hereunder, except as permitted under Article XXVI hereof; .. (f) The Contractor fails to obtain and maintain all required insurance; ;i .. (g) The Contractor has failed to propose Subcontractors on a timely basis or to award Subcontracts after approval; .. (h) The Contractor has willfully or in bad faith violated any of the provisions of this ':~ Contract or has not been performing the Contract in accordance with its .. requirements; or (i) The Work cannot be completed on or before the scheduled Completion Date, or .. .. iii GC-28 ,,; IIil !III .. lilt .. .. .. III .. .. III .. .. III .. III III - - . . (j) revised Completion Date unless by reason of an Excusable Delay; The Contractor does not complete the Work on or before the scheduled Completion Date, unless by reason of an Excusable Delay; Any lien is asserted against the Owner by any Subcontractor or Material man or others and not discharged, by bonding or otherwise, within thirty (30) days after written notice from the Owner to the Contractor; The unpaid balance of the Contract Price is clearly insufficient, in the Engineer's opinion, to complete the Work or to pay all known liens; The Contractor fails to perform or observe any other term, covenant, condition or provision of the Contract for three (3) days after receipt of written notice from the Engineer or the Owner specifying the nature of the Contractor's failure; The Contractor consents to or suffers the appointment of a receiver of all or a material part of the Contractor's property or income; or admits in writing the Contractor's inability to pay debts as they become due; or makes a general assignment for the benefit of creditors; or files a voluntary petition in bankruptcy, or a petition seeking reorganization or an arrangement with creditors under any federal or state law relating to bankruptcy, reorganization, insolvency, readjustment of debt, dissolution or liquidation or similar relief or files an answer admitting the material allegations of a petition filed against Contractor in any proceeding under any such law; or is adjudicated insolvent or is subject to an involuntary petition in bankruptcy, and such adjudication or filing is not set aside or terminated within thirty (30) days; (k) (1) (m) (n) GC-29 ] .. J (0) An attachment is levied or a judgment is executed against all or any material part of the Contractor's property or income and the same is not discharged within thirty j '!j .. (30) days; J (P) Any statement or representation of the Contractor in the Contract or in any document submitted by the Contractor with respect to the Contractor, its officers, A ... principal employees, its proposal, the Work, the Project, or the Contract was untrue or incorrect when made; .~ .I (q) Any Work is attached, levied upon, seized in any legal proceedings, or held by J virtue of any encumbrance; (r) The Contractor or its chairman or president, or any vice president, treasurer, or shareholder owing more than five percent (5%) of the Contractor's issued and J outstanding capital stock, or the sole proprietor of the Contractor or any general partner or joint venturer of the Contractor or the chairman, president, any vice- J president, treasurer or shareholder owing more than five percent (5%) of the issued and outstanding capital stock is finally determined to be guilty of a felony related or ~ ., iii pertaining to the business activities of the Contractor; or (s) A duly convened governmental body determines the Contractor to be not J responsible. .'1; .c)! if IIIiiI (t) The Contractor violates any Federal, State, or Local Law, rule or regulation and fails to cure within 10 days where applicable. .~ .. 13.2 Upon the Owner's determination that the Contractor is in default, the Owner shall issue a J written Notice of Default to the Contractor. The Notice of Default shall specify the date of the determination }i Ii IIIiiI GC-30 .. .. of Default and the grounds upon which such Default is based. 13.3 Pursuant to the Owner's determination of Default, the Owner may do any or all of the following, in any sequence, in the Owner's discretion upon three (3) days prior written notice to the Contractor (or without notice in case of emergency): (a) Terminate the Contractor's right to perform all or any part of the Work to the extent specified by the Owner in such notice; .. .. .. .. iii .. .. .. .. .. .. .. .. .. .. .. .. .. .. (b) At the Contractor's sole expense, take all reasonable actions which the Owner deems necessary or desirable to cure all or any portion of such Default. For this purpose, the Owner may: (i) Take possession of and use to the extent permitted by law any or all materials, tools, plant, equipment, supplies and/or facilities used or to be used by Contractor for the Work; (ii) Employ any contractor, architect, engineer, consultant, or other person on terms satisfactory to the Owner to advise and consult, or to furnish services, labor, materials, tools, plant, equipment, supplies, and/or facilities of any kind to complete the Work, to replace or repair any defective Work, or otherwise to cure such Default; (iii) Repair or replace any other Work or part of the Project, or work of other prime contractors, damaged or removed by reason of Contractor's Default, or the curing and correction thereof; (iv) Compel the Surety to perform Contractor's obligations under the Contract, upon giving thirty (30) days written notice to the Surety. GC-31 ,j .. J 13.4 Upon a determination by the Owner that the Contractor is in Default, the Contractor shall be liable to the Owner for all loss, damages and expenses suffered, paid or incurred by the Owner relating to J any and all action described in Paragraph 13.3 of this Article. Such loss, damages and expenses arising by ~~ ..I reason of the Contractor's Default are referred to as "Default Expenses". 13.5 The Owner shall determine the amount of the Default Expenses from time to time and: ..~ IilI (a) To the extent the Default Expenses exceed the portion of the Contract Price attributable to Work being performed by others under Paragraph 13.3 of this J Article, such excess amount shall be deducted from any unpaid balance of the J Contract Price, and the Contractor shall pay the Owner, upon demand, any amount exceeding the unpaid balance of the Contract Price; and J (b) Upon Final Completion of the Work, but only to the extent the total Default :~ . Expenses and total amounts withheld pursuant to this Contract are less than the unpaid balance of the Contract Price, the Owner shall pay the Contractor any ,,$' J balance of the Contract Price still due and unpaid for Work actually performed by the Contractor, without interest, on condition the Contractor has complied with all 1 .. requirements of Article XV and after audit by the Owner. J 13.6 Continuing Liability. The Contractor and the Surety shall remain liable under the Contract and Bond whether or not the Owner terminates Contractor's right to perform all or any part of the Work. ;t ri .. 13.7 If the Owner terminates the Contractor's right to perform the Contract and it is determined subsequently for any reason whatsoever that a Default did not occur or that the Contractor had cured such J Default in a timely manner, then the Owner's termination of the Contractor's right to perform the Contract it .. shall be deemed to have been an elective termination of the Contract pursuant to Article XIV. J (w .II GC-32 .. .1 .. .. 13.8 The rights and remedies of the Owner under this Article are not intended to be exclusive. Each and every right and remedy shall be cumulative and shall be in addition to all other rights and remedies given the Owner under this Contract or available at law or in equity. Article XIV Elective Termination by the Owner Notice of Termination. The Owner may terminate the Contractor's right and obligation to 14.1 .. .. .. .. perform all or any portion of the Work, at any time and for any reason whatsoever, with or without cause, upon written Notice of Termination to the Contractor. Such Notice of Termination shall specify the effective date of such termination and the extent to which performance of the Work is terminated. 14.2 Payment in the Case of Termination. Following termination, the Owner shall pay the Contractor all unpaid balance due for Contract Work and Extra Work, less amounts retained and withheld, upon the condition that the Contractor has complied fully with all the requirements of Article XV and after audit by the Owner. The Contractor waives any and all claims for damages relating to or arising out of such termination. .. .. .. .. 14.3 Post-Termination. After the effective date of termination, the Owner may take all action .. .. necessary or desirable to complete the Work, including entering into contracts with other contractors, with or without public bidding to the extent allowed by law. Article XV .. .. 15.1 Contractor's Obligations Upon Termination Upon termination pursuant to Articles XIII or XIV, the Contractor shall promptly: a. Stop all Work on the date and to the extent directed by the Owner; .. b. Take all action necessary to protect the Work and materials, equipment, and other .. .. GC-33 .. .. J J property; c. Deliver to the Engineer upon request copies of all Subcontracts, purchase orders, J bills of lading and bills of sale of materials incorporated into the Project, fabricated J or delivered; d. Give written notice to the Contractor's sureties and insurers of the termination, with J .:,j lIIIII a copy of each such notice to the Owner; e. Terminate all Subcontracts and purchase orders; J f. Transfer or assign to the Owner all legal right, title and interest in materials j incorporated into the Project, fabricated or delivered and for which payment has been made by the Owner; J g. Deliver to the Engineer all documents, including without limitation shop drawings, J required to be furnished to the Owner pursuant to this Contract. J Article XVI Delav J 16.1 Extensions of Time. To the extent that the Contractor is prevented from performing the Work in a timely manner and as represented in the Progress Schedule through no fault of the Contractor and Iii due to causes beyond the Contractor's reasonable control such as acts of God, unforeseeable conditions, I .. utility failures, fire, flood, explosion, Owner delays, or delays caused by other prime contractors, the Contractor shall be entitled to an extension of the scheduled Completion Date equal to the actual time so lost .i .. on condition that Contractor complies fully with the provisions of this Article. !~ .. 16.2 Requests for Extension of Time. As a condition to obtaining an Extension of Time, the ,~ .. .~ III GC-34 .I i} .. III III Contractor shall give written notice to the Engineer within three (3) days after notice of the commencement of the delay. Such notice shall contain a request for an extension of time and shall also state: ia .. .. .. .. 16.3 .. The nature of the delay; The cause of the delay; The Work affected by the delay; The date the delay started; The effect of the delay on the Progress Schedule; and The actions taken and proposed by the Contractor to mitigate or lessen the impact of the delay. Contractor assumes exclusive responsibility for submitting all the information specified a. b. c. d. e. f. above. The Contractor shall furnish promptly all additional documents or other information relating to the alleged delay upon request of the Engineer or the Owner. 16.4 The Contractor's failure to give the required notice in a timely and complete manner as required shall constitute a waiver of any right to an Extension of Time. causes of delay operating concurrently, but only for the actual total period of delay, as determined by the Engineer, irrespective of the different concurrent causes of such delay. If one of several causes of delay operating concurrently results from any fault, inaccuracy, error, act or omission of the Contractor, and would of itself (irrespective of the other concurrent causes) have delayed the Work, the Contractor shall not be entitled to receive any Extension of Time for such delay. 16.6 The Contractor shall receive no extension of time for any delay in the Work which will not result in a delay in the scheduled Completion Date. .. .. .. 16.5 .. .. .. .. III .. .. III The Contractor shall not be entitled to a separate Extension of Time for each of several GC-35 .j J 16.7 Subject to the foregoing, if the Contractor is entitled to any requested Extension of Time, the Owner shall issue a Change Order specifying the duration of any such permitted extension. j J 16.8 Contractor's Waiver of Delav Damages. The Contractor acknowledges and agrees that the J Owner seeks to promote fiscal stability and protect the integrity of the public bidding process by ascertaining, prior to the award of this Contract, the full cost of the Work in order to assure, to the extent ,~ .. possible, that the lowest responsible bid for this Work reasonably corresponds to what the public will actually pay. The Contractor understands that delays are common to public improvement projects such as i .. this, and that changes in the Contract, Design, Drawings and Specifications may occur and may require ~ .. extensive and lengthy reviews by various public authorities and may undergo a lengthy approval process. The Contractor is advised, therefore, that this public improvement project is complex and may be subject to ,~~ ~ III delays. Accordingly, the Contractor agrees to make no claim whatsoever against the Owner, its employees, agents or representatives on account of any delay in the performance of the Work or any other obligation of J the Contractor under this Contract, including any delay caused by or resulting from any act or omission of -:2 III the Owner, its employees, agents and representatives. In appropriate circumstances, as provided herein, the Contractor may be entitled to an Extension of Time in which to complete its performance of the Work. The is ,~ III Contractor nonetheless agrees that, whether or not it is granted an Extension of Time, the Contractor waives any and all right to claim damages for delay, and represents that it has taken into consideration the risk of J loss and damage from delay in preparing and submitting its bid, and assumes all risk of loss therefrom. if .~. .I 16.9 Discretionary Allowance of Escalation Costs. Notwithstanding any provision in this Article, the Owner may, in its sole and absolute discretion, issue the Contractor a Change Order for Extra J Payment to reimburse the Contractor for escalation in labor rates and material prices incurred by the ;, J Contractor by reason of an Excusable Delay, on condition that the Contractor shall have complied fully with J ;l iii GC-36 >t .. .. the requirements and conditions for obtaining an Extension of Time and shall have furnished to the Engineer and to the Engineer's satisfaction proof of such escalation costs. The Contractor shall in no event be entitled to reimbursement for increased costs due to overhead, labor inefficiency or to any profit on the amount of such increased costs. The granting of any such Change Order shall not be deemed a waiver of any of the Owner's rights under this Contract or of any condition to be fulfilled by the Contractor. Article XVII Substantial Completion The Contractor shall have achieved Substantial Completion of its Work when all of the ill II .. . III III 17.1 III conditions set forth in this Article have been met to the satisfaction of the Owner and Engineer. 17.2 Statement of Substantial Completion. The Contractor shall submit to the Engineer a signed, notarized Statement of Substantial Completion in which the Contractor certifies that: .. III .. l1li .. . .. .. 17.3 .. .. .. III All Work and Extra Work, excepting the items on the Final Punch List and any close-out requirements, are complete and in all respects in compliance with the Contract; All equipment and machinery, if any, furnished by the Contractor are operational and in good working order; All utilities specified or required under the Contract are connected and functioning properly; The Contractor shall achieve Final Completion, including completion of all Final Punch List items and close-out requirements, on or before a date certain ("Final Completion Date"). Statement of Claim. Simultaneously with its Statement of Substantial Completion, the a. b. c. d. GC-37 J J Contractor shall submit to the Engineer a signed, notarized Statement of Claim setting forth in detail all claims asserted by the Contractor against the Owner, ifany, relating to Work or Extra Work performed to the i .. date of the Statement of Claim. Such Statement of Claim shall identify separately each such item of Work j ~ .. and Extra Work for which a claim is made; the dollar amount claimed and quantity of material supplied if applicable; and the date each such item of Work or Extra Work was completed or furnished. In the case of J Extra Work, the Contractor shall state whether the Extra Work was authorized by the Engineer in writing and shall attach a copy of such authorization or applicable Change Order, as well as all Time and Material 'ii .I Statements if applicable. The Statement of Claim shall also identify all claims asserted by the Contractor on J behalf of its Subcontractors and Material men. 17.4 Drawings. The Contractor shall submit, prior to or simultaneously with its Statement of ~ .. Substantial Completion, a set of as-built (or record) drawings and all manufacturers' warranties and J guarantees as required under the Contract Documents (unless the Contract Documents allow the Contractor to submit such drawings, warranties and guarantees prior to Final Completion). J 17.5 Temporary Certificate of Occupancy. If a Certificate of Occupancy is required for occupation of the Project, a temporary Certificate of Occupancy has been issued covering the whole of the .It .... ,~ Project. 17.6 Request for Final Punch List. Prior to submittal of its Statement of Substantial Completion, .. the Contractor shall request the Engineer in writing to prepare the Final Punch List setting forth those 4} .. deficiencies which remain to be corrected or supplied. The Engineer shall prepare and furnish to the Contractor such Final Punch List. The Engineer may furnish the Final Punch List to the Contractor prior to .'~ .. the Contractor's request therefor. ... 17.7 Reiection and Approval. Upon receipt of the Contractor's Statement of Substantial J J GC-38 ;~: .. .. ... .. .. Completion, the Engineer shall verify whether the Contractor has met all the conditions of Substantial Completion, and whether, in the Engineer's opinion, the Statement and information therein are correct and accurate. The Engineer may accept or reject such Statement as submitted in whole or in part and shall so notify the Contractor. In the case of rejection, the Engineer may direct the Contractor to correct or remedy deficiencies or errors and the Contractor shall promptly comply and submit one or more revised Statements as required by the Engineer. Upon approval of the Statement of Substantial Completion and verification that the Contractor has met all required conditions, the Engineer shall deliver to the Owner with a copy to the Contractor its certification that the Contractor has achieved Substantial Completion. The Engineer's acceptance and certification are for fiscal and record keeping purposes and shall not in any way constitute a waiver of any right of the Owner to assert any claims for loss, damage, reimbursement or indemnification against the Contractor, Engineer or any other party. 17.8 Substantial Comoletion Requisition. Following receipt of the Engineer's Certification of Substantial Completion, the Contractor may submit to the Engineer a Substantial Completion Requisition for the remaining balance of the Contract Price less amounts to be retained pursuant to this Contract. After receipt of a proper Substantial Completion Requisition satisfactory to the Engineer, the Engineer will prepare and certify, and the Owner will approve, a voucher for payment of the unpaid balance, less two times the value as determined by the Engineer of all remaining items to be completed and an amount necessary to satisfy any claims, liens or judgments against the contractor which have not been suitably discharged, and any amounts withheld under Article xx. The voucher will be filed with the Town Supervisor, with a copy available to the Contractor upon request. The Owner will pay the Contractor the amount specified in the voucher after the filing of such voucher in the Town Supervisor's office. 17.9 Waiver and Release. The Contractor's acceptance of payment hereunder shall be construed .. II ill .. .. .. ... .. .. ... .. .. .. .. GC-39 .. III ,:!,: /1, J J as a complete, unconditional and general release of the Owner by the Contractor, and all persons claiming by, through or under the Contractor with respect to all claims for loss or damages relating to, or arising out J of, this Contract or the Work, except for: a. Unresolved claims set forth in the Statement of Claim pursuant to Paragraph 17.3 J of this Article submitted by the Contractor and any claim arising out of or relating J to Work performed by the Contractor after the Contractor's submittal of such Statement; and i .. b. The Contractor's claims against the Owner for any amount then withheld pursuant .~ J to this Article. Nothing herein shall be construed as a right to revive any claims waived by the Contractor under other provisions of the Contract. J 17.10 Owner's Discretion. Notwithstanding any of the above provisions, the Owner has the J discretion to waive any of the above conditions upon which the Contractor's entitlement to Substantial Completion or payment therefor is based. . ~ .."~ .. Article XVIII Earlv or Partial Acceptance J 18.1 Owner's Right to Early Occupation. At any time, whether before or after Substantial J Completion, the Owner shall have the right to enter and occupy the Project Site, including any area in which the Work is being performed, for any reason whatsoever, including use and occupancy, any emergency, or J the installation of any equipment, fixtures, or other property of any kind. Any occupancy by the Owner hereunder shall not constitute the Owner's acceptance of the Work, or Substantial Completion or Final j ..I Completion, and shall not otherwise relieve the Contractor of any responsibility under the Contract except as J otherwise specified in this Article. ~ .a J GC-40 ;~: .. J . . . 18.2 Partial Acceptance. At any time prior to Substantial Completion of all the Work, the Owner may elect, in the Owner's judgment, to certify any portion or phase of the Work as substantially complete. The Owner shall exercise such election by written Certificate of Partial Acceptance to the Contractor which: a. Describes the portion accepted; b. States the portion of the Contract Price and the amount of retain age (if any) allocable to the portion accepted; and c. Includes a Final Punch List for the accepted portion. 18.3 Partial Substantial Completion. Within thirty (30) days of delivery of the Owner's Certificate of Partial Acceptance, the Contractor may submit a Statement of Claim in conformity with Paragraph 17.3 and a Requisition for Substantial Completion as to the portion accepted in conformity with Paragraph 17.8. The terms and conditions set forth in Paragraphs 17.3, 17.4, 17.8, 17.9 and 17.10 shall apply with the same force and effect with respect to any Certification of Partial Acceptance, Statement of Claim and requisition for Substantial Completion thereunder. 18.4 The Owner's Certification of Partial Acceptance shall constitute, with respect to the portion in question, Substantial Completion for all purposes of the Contract except that, if the Owner commences beneficial use and occupancy (and not mere testing) of the portion accepted before Final Completion, the Guarantee Period specified in Article XX shall commence, with respect to the portion accepted, on the date when the Owner commences such beneficial use and occupancy. . . . . . . . . . . . ,. . - GC-41 - - III ... Article XIX Final Completion lIliiIi 19.1 The Contractor shall have achieved Final Completion of its Work when all of the conditions set forth in this Article have been met to the satisfaction of the Owner and Engineer. -~ iii 19.2 Statement of Final Completion. The Contractor shall submit to the Engineer a signed, ,., II1II notarized Statement of Final Completion in which the Contractor certifies that: a. All Work and Extra Work, including all the items on the Final Punch List and any ..I close-out requirements, are complete and in all respects in compliance with the '~ III Contract; b. All equipment and machinery, if any, furnished by the Contractor are operational i .. and in good working order; c. All utilities specified or required under the Contract are connected and functioning IIIl properly. III 19.3 Statement of Claim. Simultaneously with its Statement of Final Completion, the Contractor shall submit to the Engineer a signed, notarized Statement of Claim setting forth in detail all claims asserted III by the Contractor against the Owner, if any, relating to Work or Extra Work performed to the date of the Statement of Claim. Such Statement of Claim shall identify separately each item of Work and Extra Work .. for which a claim is made; the dollar amount claimed and quantity of material supplied if applicable; and the .. date such item of Work or Extra Work was completed or furnished. In the case of Extra Work, the Contractor shall state whether the Extra Work was authorized by the Engineer in writing and shall attach a - copy of such authorization or applicable Change Order, as well as all Time and Material Statements if .. applicable. The Statement of Claim shall also identify all claims asserted by the Contractor on behalf of its IIIIIi .. GC-42 . .. .. .. .. Subcontractors and Material men. 19.4 Drawings. The Contractor shall submit, prior to or simultaneously with its Statement of Final Completion, a set of as-built (or record) drawings and all manufacturers' warranties and guarantees as required under the Contract Documents. 19.5 Certification of Final Completion. Upon receipt of the Contractor's Statement of Final Completion, the Engineer shall verify whether the Contractor has met all the conditions of Final Completion and whether the Statement and information therein are correct and accurate. The Engineer may approve such Statement as submitted in whole or in part and shall so notify the Contractor. In the case of rejection, the Engineer may direct the Contractor to correct or remedy deficiencies or errors and the Contractor shall promptly comply and submit one or more revised Statements as required by the Engineer. Upon approval of the Statement of Final Completion and verification that the Contractor has met all required conditions, the Engineer shall deliver to the Owner with a copy to the Contractor its certification that the Contractor has achieved Final Completion. The Engineer's approval and certification are for fiscal and record keeping purposes and shall not in any way constitute a waiver of any right of the Owner to assert any claim for loss, damage, reimbursement or indemnification against the Contractor, Engineer or any other party. 19.6 Certificate ofOccuDancv. As a further condition to Final Completion, all governmental authorities having jurisdiction over the Project shall have inspected the Work and the Project and unconditionally authorized occupancy of the entire Project, and shall have issued all required permanent Certificates of Occupancy and all other permits, licenses, or certificates required for occupancy and the intended use. 19.7 Final Payment. The Contractor shall submit a Requisition for Final Payment simultaneously with its Statement afFinal Completion. After receipt of a proper Requisition for Final .. .. .. .. .. .. .. .. .. .. .. .. .. .. GC-43 .. .. IIIi 1 ..a Payment satisfactory to the Engineer, the Engineer will prepare and certify, and the Owner will approve, a voucher for payment, less all amounts necessary as determined by the Engineer to satisfy any claims, liens or ,i iii judgments against the contractor which have not been suitably discharged, and all amounts withheld under Article xx. The voucher will be filed with the Town Supervisor, with a copy available to the Contractor '1 iii upon request. The Owner will pay the Contractor the amount specified in the voucher after the filing of such ..~ .. voucher in the Town Supervisor's office. Such Final Payment shall constitute Final Acceptance of the Work. 19.9 Waiver and Release. The Contractor's acceptance of Final Payment (or the Contractor's ...~ .. failure to submit a Requisition for Final Payment and Statement of Claim as required in this Article within ;~ .II ninety (90) days after issuance of written notice to the Contractor of the Owner's determination that Final Completion has occurred) shall be construed as the Contractor's complete, unconditional and general release ,~ j l1li of the Owner by the Contractor (and all persons claiming by, through and/or under the Contractor) relating ;:<<' ';"f' .II to all claims for loss and damage relating to, or arising out of, this Contract or the Work, except for: a. Unresolved claims set forth in the Contractor's Statements of Claim; :,y .. b. The Contractor's claim for amounts still withheld. Nothing herein shall be construed as a right to revive any claim previously waived by the Contractor under :-~ "{ ... other provisions of the Contract. i iii 19.10 Owner's Discretion. Notwithstanding any of the above provisions, the Owner has the discretion to waive any of the above conditions upon which the Contractor's entitlement to Final Completion <~ ... or payment therefor is based. ,:i .. .. Article XX -F .. .. GC-44 III .Ii .. .. .. 20.1 Correction of Work. Guarantee. and Maintenance Bond The Contractor guarantees unconditionally to complete, repair, replace, restore, rebuild and correct promptly all Work which is incorrect, defective, omitted, or does not otherwise comply with the Contract, of which the Engineer or the Owner gives the Contractor written notice at any time during the Guarantee Period. "Guarantee Period" means the period beginning on the commencement date set forth in the Notice to Proceed and continuing: Through and until two (2) years after Final Completion; and With respect to any Work repaired, replaced, restored or rebuilt by Contractor after Final Completion, through and until two (2) years after the completion of the applicable corrective action. 20.2 If the Contractor fails to commence required corrective action hereunder within three (3) days after written notice from the Engineer, or if the Contractor does not thereafter perform diligently and ... ... ... .. ... .. (a) (b) complete its corrective work, the Owner may undertake the necessary corrective work itself; and the Contractor shall bear all costs of such corrective work; or, at the Owner's election, the Owner may require the Surety to take corrective action under the Performance Bond, or Maintenance Bond where applicable. 20.3 The costs of corrective work referred to herein shall include the following: ... ... ... ... ... ... ... .. ... ... (a) All amounts paid by the Owner to any Contractor, consultant, or other person engaged by the Owner to advise, consult, or furnish labor, materials, services or equipment of any kind necessary (in the Owner's judgment) to perform the corrective Work; All costs of correcting, repairing or replacing any other Work or part of the Project, or work of any other prime contractor, damaged, removed, or uncovered by reason (b) GC-45 iii ,~ .i of the Contractor's defective or omitted Work; (c) All costs of removing rejected Work from the Site; and ~ .iI (d) All loss, expenses and damages, which the Owner incurs in connection with the foregoing. ,~ 5 III 20.4 The Owner or the Engineer may elect, by Change Order, to accept defective or non- ~ ... conforming Work and charge the Contractor for the amount by which the value of the Work has been reduced, as determined by the Engineer. ~~ . 20.5 The Guarantee Period specified herein establishes only the Contractor's specific obligation . ;4 'J iii to correct the Work and shall not be construed to establish a period oflimitation with respect to any other obligations or liabilities of Contractor under the Contract. This Article XX is intended to supplement and J not to limit the Contractor's obligations under other provisions of the Contract. 20.6 Any amounts for which the Contractor is responsible hereunder shall be deducted from the " ~ III unpaid balance of the Contract Price and the Contractor shall pay to the Owner upon demand any amount , 1 III owing hereunder which exceeds the unpaid balance of the Contract Price. 20.7 The Contractor shall secure from the manufacturers of all equipment and materials required J III under the Contract such manufacturers' standard warranties and guarantees (or such other warranties and guarantees as the Specifications may require) in the name of the Owner and shall deliver the same to the ~ .. Engineer. '~1 III 20.8 To the extent that the Contractor has performed the Contractor's obligations under this Article, the Owner shall so certify after the expiration of the Guarantee Period. ~:~' .. '~ ... Article XXI ,,:~ .. ;:~ .. GC-46 .. SJ .J .. .. Books and Records and Right of Audit All payments whatsoever by the Owner to the Contractor with respect to the Contract, and 21.1 .. .. all Work of the Contractor and all Subcontractors, shall be subject to audit by the Owner at any time, whether before or after Final Completion. 21.2. The Contractor and all Subcontractors shall, upon written notice from the Owner, produce for examination and copying at the Contractor's, or the applicable Subcontractor's, office, by representatives of the Owner, any and all books and records as specified in Paragraph 21.3. Moreover, the Contractor, every Subcontractor, and their employees shall submit to examination under oath by any person designated by the Owner to investigate claims against the Owner, possible overpayments to the Contractor, or any other matters with respect to this Contract. 21.3 In this Contract, "Books and Records" means any and all books of account, bills, vouchers, invoices, payrolls, payroll reports, cost estimates and bid computations and analyses, pre-bidding worksheets, take-offs, and quotations from prospective Subcontractors, Subcontracts, purchase orders, time books, logs, daily job diaries and reports, periodic cost analyses kept during the course of the Work, bank deposit books, bank statements, check books, canceled checks, correspondence, and all other documents showing acts and transactions or relating to or arising out of the Work, this Contract, or any Subcontract. 21.4 The Contractor shall keep and maintain all books and records for at least six (6) years after Final Completion. 21.5 If the Contractor and its Subcontractors do not comply with Paragraphs 21.2 and 21.4 of this Article, the Owner shall be released from all claims arising under or relating to this Contract, except for sums certified by the Owner to be due under the Contract. No person has power to waive any provision of this Article; and in any legal proceeding against the Owner to recover any sum in excess of the sums ilia .. .. .. .. .. .. .. .. .. .. .. .. GC-47 .. .. J .J certified by the Owner to be due under this Contract, the Contractor must allege in the Contractor's complaint, and prove at trial, the Contractor's compliance with this Article. J 21.6 In addition to the foregoing, after commencement of any legal proceeding by the :~ iii Contractor arising under or by reason of this Contract, the Owner shall have the right upon written notice from the Owner's attorneys to require the Contractor under oath to produce all or any books and records for ~ .. examination and to cause any officers, principals and employees of the Contractor to be examined under oath by the Owner's attorneys. The Contractor agrees that service of a subpoena for any such purpose shall J be effective by mailing to the Contractor or any of its officers or principals by certified mail, return receipt j~ .Ill requested to the address specified in this Contract therefor, or if such address ceases to be valid, to the party's last known address. J Article XXII Liquidated Damages :j III 22.1 If the Contractor fails to complete the Work on or before the scheduled Completion Date of }* .. 90 days (as may be extended in accordance with Article XVI), the Contractor shall owe the Owner the amount specified in the Information for Bidders for each and every calendar day beyond such scheduled .~ % .. Completion Date until the occurrence of Substantial Completion to compensate the Owner for the delay .~ .. suffered in obtaining beneficial use of the Work. The Contractor agrees that the Owner's actual damages for delay in obtaining beneficial use of the Work would be difficult or impossible to ascertain and that such ,~ .. amount constitutes a fair and reasonable amount of damages for the Owner's loss of beneficial use. 22.2 The Owner shall deduct any amounts owing to the Owner under this Article from any J unpaid balance of the Contract Price, and the Contractor shall pay to the Owner, upon demand, any amount ;~ .. for liquidated damages, which exceeds the unpaid balance of the Contract Price. i .. ,~ .. GC-48 J .. ;it ell .. . III 22.3 This Article is intended to supplement (and not to restrict) all other rights and remedies of the Owner under the Contract. This Article is not intended, and shall not be construed, to limit the Owner's right to claim actual damages. .. . . Article XXIII Legal Proceedings by the Contractor Limitation Period. The Contractor agrees that it must commence any and all legal .. 23.1 ... proceedings of whatever nature against the Owner, Engineer, or their representatives, agents, officers and employees, no later than one calendar year following: a. Substantial Completion, with respect to claims arising out of or relating to Work or Extra Work performed, or events occurring, prior to Substantial Completion; Final Completion, with respect to claims arising out of or relating to Work or Extra b. .. .. . Work performed, or events occurring, prior to Final Completion; c. Termination pursuant to Articles XIII and XIV. 23.2 Attorney's Fees and Legal Costs and Expenses. In the event that the Contractor commences any legal proceeding against the Owner seeking money damages arising out of or relating to the Work, the Contract or the Project, and the Owner thereafter makes a written offer of payment to the Contractor to settle such legal proceeding, and the Contractor does not accept in writing the Owner's offer of payment within thirty (30) calendar days of receipt thereof (unless otherwise extended in writing by mutual consent) and continues to prosecute the legal proceeding to a judgment or final determination, then the Contractor shall pay the full amount of the Owner's reasonable attorney's fees, legal costs and expenses if the Contractor recovers ajudgment or fmal determination against the Owner for an amount (exclusive of interest) less than .. .. .. .. .. .. .. GC-49 .. .. i .. :\ .. the amount offered by the Owner to settle. Furthermore, the Contractor shall pay the full amount of the Owner's reasonable attorney's fees, legal costs and expenses, whether or not the Owner made any written J offer of settlement, if the Owner obtains a judgment or fmal determination dismissing the legal proceeding. Article XXIV , ,,1; ... Insurance J "' fIIIIiI 24.1 Required Insurance. "Required Insurance" means each and every insurance coverage and policy specified in this Article. Unless the Owner specifies otherwise, the Contractor, at its sole cost and ~ expense, shall obtain and maintain in full force and effect all Required Insurance from the Contract Date through Final Completion and otherwise during any period when the Contractor or any Subcontractor is performing any work. The minimum periods and the minimum limits of coverage are not intended, and shall i~ .:., >"'~ . not be construed, to limit any liability or obligation of indemnity of the Contractor under this Contract. If Contractor fails to pay any premium for Required Insurance, or if any insurer cancels or modifies any fif -,iI; . Required Insurance without the Owner's consent, the Owner at its discretion may pay such premium or "!iff wi procure similar insurance coverage from the same or another insurer, and the Owner may deduct the entire cost or any part thereof from the Contract Price, or the Contractor shall pay the entire cost of any part thereof .. upon demand. The Contractor shall not perform Work, or allow any of Contractor's or Subcontractor's employees on the Site, during any period when any policy of Required Insurance is not in effect. {~ :ll .. 24.2 Workers' Compensation. The Contractor shall take out and maintain during the life of the wi Contract Workers' Compensation Insurance in conformity with the provisions of the Workers' Compensation Law of the State of New York, for all Contractor's employees engaged in work under this Contract, and in l .. case any such work is sublet, the Contractor shall require all subcontractors engaged in work under this :? .. Contract to provide similar statutory Workers' Compensation and Employer's Liability Insurance. This .~. g .. ::! .II GC-50 :1 '* .. ,4 .. .. .. Contract shall be void and of no effect unless the person or corporation making or executing same shall secure compensation and disability benefits coverage for employees in compliance with the provisions of the Workers' Compensation Law. .. .. 24.3 Commercial General Liabilitv. The Contractor shall furnish a Contractor's Commercial .. General Liability Policy in the name of and for the benefit of the Owner, protecting the Owner, its agents and employees, its officers, agents and employees from any and all claims, liability for personal injury (including death) and property damage to anyone arising out of the operations of the Contractor and all Subcontractors under this Contract. Blasting shall also be covered under said policy. The limits for this coverage, as to personal injury as well as to property damage, shall be in an amount no less than $1,000,000 for each person and $3,000,000 for each occurrence. The Contractor shall also furnish a Commercial General Liability policy for damage coverage in its own name identical to that provided for the Owner, protecting it from the operations of its Subcontractors under this Contract in an amount no less than $1,000,000 for each person and $3,000,000 for each occurrence. 24.4 Commercial Automobile Liabilitv and Phvsical Damage. The Contractor shall furnish Bodily Injury Liability and Property Damage Liability insurance covering all automotive equipment used by it on this Contract with a limit of no less than $1,000,000 combined single limit for Bodily Injury and Property Damage. .. .. .. .. .. .. .. 24.5 Builder's Risk. The Contractor shall carry Builder's Risk (fire and extended coverage) . Insurance upon all work in place and/or materials stored at the construction site, including foundations and building at the construction site, and including building equipment. The insurance shall be for the benefit of the Contractor and the Owner as an additional insured, and each shall be named in the policy, or policies, as an insured. The policy shall furnish coverage at all times for the full replacement cost value of all completed construction, as well as materials in place and/or stored at the site, whether or not partial payment has been .. .. .. .. GC-51 .. .. .. ~ .I made by the Owner. 24.6 Proof of Coverage. Insurance certificates indicating proof of coverage of the required 1 III insurance shall be furnished in the name of the Owner and for all of the insurance required under this J Contract, and certificates and the policies shall provide that the certificates and the policies cannot be changed or cancelled until 30 days written notice has been given to the Owner. @ .. The insurance required shall be maintained in full force and effect during the performance of the Work. Two (2) copies each of these insurance certificates shall be furnished to the Owner by the Contractor at least , 4 .. ten (10) days prior to the commencement of any Work under this Contract. The original and one copy of the ~ .. Owner's Commercial General Liability Insurance Policy shall be delivered to the Owner. All policies shall contain an endorsement to the effect that the Owner shall not be responsible for payment of any premium. "~ . ARTICLE XXV Labor Law Requirements .I 25.1 Labor Law, Article 8. The Contractor shall comply with Article 8 of the Labor Law of the ,$ .. State of New York, the terms of which are referred to and incorporated as though set forth fully herein. 25.2 No laborer, worker or mechanic in the employ of the Contractor, Subcontractor, or other it; ,~ fill person performing the Work or any part thereof shall be permitted or required to work more than eight (8) lS .. hours in anyone calendar day or more than five (5) days in anyone week except in cases of extraordinary emergency including fire, flood or danger to life or property. ..I 25.3 Prevailing Wage Rates. Each laborer, worker and mechanic employed by the Contractor and its Subcontractors or other persons performing the Work or any part thereof shall be paid prevailing J wages in accordance with Article 8 of the Labor Law. Each employee and person engaged in Work on this !icl ~ .. project, in the grade, or occupation listed on the Prevailing Wage Rate Schedule (Appendix A hereto), shall J J GC-52 .. iii III .. III be paid not less than the wage rate so listed for that trade or occupation. 25.4 In the event it becomes necessary for the Contractor or any Subcontractor to employ on the project under this Contract any person in a trade or occupation (except executive, supervisory, administrative, clerical or other non-manual workers) for which no minimum wage rate is herein specified, the Contractor shall immediately notify the Owner, who will promptly thereafter furnish the Contractor with the minimum rate. The minimum rate thus furnished shall be applicable as a minimum for such trade or occupation from the time of the initial employment of the person affected and during the continuance of such employment. .. .. .. .. ARTICLE XVI .. Miscellaneous 26.1 Patented and Copvrighted Material. The Contract Drawings, the Specifications, and all other documents forming part of the Contract and all drawings and shop drawings issued by the Owner or the Contractor in connection with this Contract or the Work shall be and shall remain the property of the Owner, whether or not the Owner completes the Project or terminates the Work or the Contract. The Owner shall own all patents and copyrights to all such material, including without limitation plans, drawings, designs, specifications, shop drawings, samples, studies, and surveys prepared by the Contractor, any Subcontractor, or the Owner relating to the performance of the Work, whether prior or subsequent to the Contract Date. 26.2 Notices. All notices, requests and demands required under this Contract shall be sent by hand or by certified mail, return receipt requested unless otherwise specified in this Contract, and shall be addressed to the Contractor or the Owner at their respective addresses as set forth in this Contract and to the Engineer as set forth in the Invitation to Bid. The Contractor shall promptly notify the Owner of all address .. .. .. .. .. .. .. .. .. GC-53 .. .. ':; .. J changes. 26.3 Applicable Laws, Jurisdiction and Venue. This Contract shall be governed and construed .. under the laws of the State of New York. The parties consent to the jurisdiction of the Courts of the State of 'l .. New York to resolve all disputes and claims arising out of or relating to this Contract. The parties agree that the venue of any and all litigation arising hereunder shall be in the County of Dutchess, New York. J 26.4 Merger. This Contract embodies the entire agreement of the parties and supersedes all prior and contemporaneous representations, agreements and understandings relating to the subject matter hereof, ,j .. and any and all such prior and contemporaneous representations, agreements or understandings are deemed 1 lIIlII to be merged herein. 26.5 The Contractor agrees and represents that the Contractor shall make no claim and shall ~ II bring no action against any official or employee in his or her individual, personal capacity for any act, :~ .. omission or statement made or done relating to or arising out of this Contract. 26.6 General Municipal Law & 109. The Contractor shall not assign, transfer or convey this J Contract or any of its right, title or interest herein without the express prior consent in writing of the Owner. 26.7 A finding, ruling or determination that one or more of the provisions, terms or conditions in % 11III this Contract may be illegal or void shall not affect the validity of the remaining provisions, terms and 4 i;fi .. conditions, which shall be severable and which shall be given their full force and effect. IN WITNESS WHEREOF, The Town Board of the Town of Wappinger has caused this agreement o 'i! .. to be signed by its Supervisor, pursuant to a resolution of authorization by said Board on the day of , 2010, and the Contractor has hereunto set his hand and seal ;~ .. this day of ,2010. .it iii Town Board of the Town of Wappinger J }! .. GC-54 . .. .~ .. .. .. 20 Middlebush Road Wappinger, NY 12590 .. By: Title of Signatory: .. Witness: .. Contractor .. Address: .. By: Title of Signatory: .. Witness: .. .. .. .. .. .. .. .. .. .. .. GC-55 .. j STATE OF NEW YORK ) ) ) SS: J COUNTY OF DUTCHESS On this _ day of , 20 1 0, before me the subscriber personally j III appeared, to me known, and who, being by me duly sworn, did depose and say that he resides in the Town of J Wappinger, New York, and that he is the Supervisor of the Board of said Town of Wappinger, New York; that he knows the seal of said Town of Wappinger, New York and that the seal affixed to the foregoing j Iii instrument is such seal; that the same was affixed thereto by the order of the Board of said Town of Wappinger, New York, and he signed his name hereto by like order. J sl .. Notary Public J J J ...~ ..I ;1 J "~ III i'E .. i . J GC-56 .. ~ .. .. II ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION .. STATE OF NEW YORK ) ) ) SS: COUNTY OF DUTCHESS .. On this_day of , 20 1 0, before me personally came and appeared .. _, to me known, who, being by me duly sworn, did depose and say that he resides at ,. that he is the of the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that one of the impressions affiXed to said instrument is an .. impression of such seal; that it was affixed by order of the Directors of said corporation; and that he signed his name thereto by like order. .. .. (CORPORATION SEAL) Notary Public .. .. .. .. .. .. .. .. GC-57 .. .. s ~ .~ .. ACKNOWLEDGEMENT OF PRINCIPAL. IF A PARTNERSHIP STATE OF NEW YORK ) ) ) ~ .i SS: COUNTY OF DUTCHESS J On this_day of ,2010, before me personally came and appeared .II _to me known to be one of the members of the firm of described in and who executed the foregoing instrument; and he duly acknowledged to me that he executed the same as and for the act and J deed of said firm. .~ ~.~ lIIi1 Notary Public ~ .it 'l III J III J . ;~ .. I .. J \j .. J J GC-58 -;~ .it . J Ilia .. ACKNOWLEDGEMENT OF PRINCIPAL. IF AN INDIVIDUAL .. STATE OF NEW YORK ) ) ) SS: COUNTY OF DUTCHESS .. On this day of ,2010, before me personally came and appeared lIIlII to me known to be the person described in and who executed III the foregoing instrument; and he duly acknowledged to me that he executed the same. .. Notary Public .. lIIlII .. Ilia lIIlII .. .. .. .. .. .. GC-59 III .. J J J :1 .. J J }. ~ .. J 'tl: .II J & ..1 J .1!! .. J .>i .. .:i rt' .. .i .;t .II David A. Paterson, Govemor Colleen C. Gardner, Commissioner .. .. iii III Town of Wappinger William Brosnahan, Engineer Fellenzer Engineering, LLP 85 Market Street Suite 200 Poughkeepsie NY 12601 Schedule Year Date Requested PRC# 2010 07/07/2010 2010005881 III III Location Project ID# Project Type Highway Department 10-106 Installation of new pre-cast concrete utility building and generator. Installation of new main distribution panel and automatic transfer switch and replacement of existing panel in shed. Also, the PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT .. IIiII Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2010 through June 2011. All updates, corrections, posted on the 1st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. .. .. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and lor to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. .. IIiII .. NOTICE OF COMPLETION I CANCELLATION OF PROJECT .. Date Completed: Date Cancelled: .. Name & Title of Representative: . Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 .. www.labor.state.ny.us. PW 200 PW Ask@labor.state.ny.us . IIiII -~ .. J J J J J J '$- ,~ Iii J J ,~ .. J J .. :::;; IIlii J ~ iii ;:~~ .. .. iii ... ... General Provisions of Laws Covering Workers on Article 8 Public Work Contracts Introduction The Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in ... the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. Responsibilities of the Department of Jurisdiction III A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. IiIlt .. The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW 39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW 200 form is provided for that purpose. Hours III .. .. No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public work project shall be permitted to work more than eight hours in any day or more than five days in any week, except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. Wages and Supplements .. .. .. The wages and supplements to be paid and/or provided to laborers, workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must notify the Department of Jurisdiction (Contracting Agency) who in turn must request an original Prevailing Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or electronically at the NYSDOL website www.labor.state.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.labor.state.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1 st through June 30th of the following year. The annual determination is available on the NYSDOL website www.labor.state.ny.us. .. III III Payrolls and Payroll Records III Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Social Security number, Classification(s) in which the worker was employed, Hourly wage rate(s) paid, Supplements paid or provide, and Daily and weekly number of hours worked in each classification. Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency), within thirty (30) days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency) shall receive and maintain such payrolls. III III III .iI In addition, the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to provide the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York State and the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the subcontractor has received the Prevailing Rate Schedule and will payor provide the applicable rates of wages and supplements specified therein. (See NYS Labor Laws, Article 8. Section 220-a). Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties J ~ :~ .. II1II <"~ .. The wages and supplements contained in the annual determination become effective July 1 st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1 st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department posts rates in its possession that cover periods of time beyond the July 1 st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period. Withholding of Payments IlIIII IIIIi .. l1li When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to payor provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. l1li When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to payor provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. l1li l1li The Department of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements . l1li The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. l1li Every employer providing workers. compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite. Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers, notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices l1li furnished by the NYS Department of Labor. l1li . .. .. Apprentices Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS Commissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification can be no greater than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the employee is actually performing. NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registers apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of Employability Development / Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. .. .. .. .. .. .. Interest and Penalties .. In the event that an underpayment of wages and/or supplements is found: - Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. - A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due. Debarment .. Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when: .. - Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six (6) year period. - There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. Criminal Sanctions .. Willful violations of the Prevailing Wage Law (Article 8 and Article 9 of the Labor Law) constitute a misdemeanor .. punishable by fine or imprisonment, or both. Discrimination .. No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Article 8, Section 220- e(b) ). .. .. The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion. .. There may be deducted from the amount payable to the contractor under the contract a penalty of $50.00 for each calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract (NYS Labor Law, Article 8, Section 220-e(c) ). .. .. J The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of the contract (NYS Labor Law, Article 8, Section 220-e(d) ). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices furnished by the State Division of Human Rights. Workers' Compensation In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation Law. , .. ~ .. ~ .. A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-1 05.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a certificate holder. If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. ~ 11 .. ! .. ~ .. -~ .. Unemployment Insurance J Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the New York State Department of Labor. \1 .Ii J ;~ ';;; .. i: .. .. lIIIli llIIi III III III David A. Paterson, Governor Colleen C. Gardner, Commissioner . . . . Town of Wappinger William Brosnahan, Engineer Fellenzer Engineering, LLP 85 Market Street Suite 200 Poughkeepsie NY 12601 Schedule Year Date Requested PRC# 2010 07/07/2010 2010005881 . - Location Project ID# Project Type Highway Department 10-106 Installation of new pre-cast concrete utility building and generator. Installation of new main distribution panel and automatic transfer switch and replacement of existing panel in shed. Also, the Notice of Contract Award . New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. - . . Contractor Information All information must be supplied Federal Employer Identification Number: . Name: III Address: . City: State: Zip: Amount of Contract: $ Approximate Starting Date: / / Contract Type: [] (01) General Construction [] (02) HeatingNentilation [] (03) Electrical [] (04) Plumbing [] (05) Other : . - Approximate Completion Date: / / . - Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 .. www.labor.state.ny.us. PW16 PW Ask@labor.state.ny.us .. 2 .Ii .~ .. ,* .. J iii IIIi 1 .. ;jj iii " .. ;& .. ;~ ;,i .. :~ lIIIiI ,~ .. ,~ .. 'j .. ..~ .. l1: .. .. .Ill .. .. .. .. IMPORTANT NOTICE .. .. FOR .. CONTRACTORS & CONTRACTING AGENCIES .. .. .. Social Security Numbers on Certified Pavrolls .. .. The Department of Labor is cognizant of the concerns of the potential for misuse or inadvertent disclosure of social security numbers. Identity theft is a growing problem and we are sympathetic to contractors' concerns with regard to inclusion of this information on payrolls if another identifier will suffice. .. For these reasons, the substitution of the use of the last four diQits of the social security number on certified payrolls submitted to contracting agencies on public work projects is now acceptable to the Department of Labor. .. .. NOTE: This change does not affect the Department's ability to request and receive the entire social security number from employers during the course of its public work I prevailing wage investigations. .. .. .. .. .. .. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND ,* .. Budget Policy & Reporting Manual J 8-610 il; ,~ .. Public Work Enforcement Fund 'I lIIiI effective date December 7, 2005 .~ .j 1. Purpose and Scope: ,~ ~ This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts, and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: j IlIi New York State Department of Labor (DOL), The Office of the State of Comptroller (OSC), and State agencies and public benefit corporations. .. lliIiII 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction as defined in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of2003 and Chapter 407 of the Laws of 2005) established the Fund. .. ~ l1li .. 3. Procedures and Agency Responsibilities: IIIiI The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. .. Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund to .1 0 of one-percent of the total cost of each such contract, to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amended. The provisions of this bill became effective August 2, 2005. .. .. .. l1li .. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND .. .. OSC will report to DOL on all construction-related ("D") contracts approved during the month, including contract amendments, and then DOL will bill agencies the appropriate assessment monthly. An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure if a contract is or is not exempt, they can call the Bureau of Public Work at the number noted below for a determination. Payment by check or journal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. For those contracts which are not approved or administered by the Comptroller, monthly reports and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information: .. .. III .. Name and billing address of State agency or public benefit corporation; State agency or public benefit corporation contact and phone number; Name and address of contractor receiving the award; Contract number and effective dates; Contract amount and PWEF assessment charge (if contract amount has been amended, reflect increase or decrease to original contract and the adjustment in the PWEF charge); and Brief description of the work to be performed under each contract. .. .. .. .. Checks and Journal Vouchers, payable to the "New York State Department of Labor" should be sent to: .. Department of Labor Administrative Finance Bureau-PWEF Unit Building 12, Room 464 State Office Campus Albany, NY 12240 .. .. Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at (518) 457-5589. .. III .. .. .. ~ .. ,~ .. NEW LEGISLATION J Effective February 24, 2008 ~ iii :~ j} .. WORKER NOTIFICATION - A9052 - 86240 J \':If . This provision is an addition to the existing prevailing wage rate law, Labor Law 9220, paragraph a of subdivision 3-a. It requires contractors and subcontractors to provide written notice to all laborers, workers or mechanics of the prevailing wage rate for their particular job classification on each pay stub*. It also requires contractors and subcontractors to post a notice at the beginning of the performance of every public work contract on each job site that includes the telephone number and address for the Department of Labor and a statement informing laborers, workers or mechanics of their right to contact the Department of Labor if he/she is not receiving the proper prevailing rate of wages and/or supplements for his/her particular job classification. The required notification will be provided with each wage schedule, may be downloaded from our website www.labor.state.nv.us or made available upon request by contacting the Bureau of Public Work at 518-457-5589. ~# I . .. .'M .. ';Ii J .~ III ~ .. , .. ~ .Ii * In the event that the required information will not fit on the pay stub, an accompanying sheet or attachment of the information will suffice. ,1 .. .{! ... ~ ,} .. NEW YORK STATE DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK State Office Building Campus. Building 12 . Room 130 Albany, New York 12240 .. .. .. THISISA PUBLIC WORK PROJECT .. - Any worker, laborer, or mechanic employed on this project is entitled to receive the prevailing wage and supplements rate for the classification at which he/she is working. These wages are set by law and must be posted at the work site. They can also be found at www.labor.state.nv.us .. .. at .. Chapter 629 of the Labor Laws of 2007 .. at If you feel that you have not received proper wages or benefits, please call our nearest office. * .. Albany Binghamton Buffalo Garden City New York City (518) 457-2744 (607) 721-8005 (716) 847-7159 (516) 228-3915 (212) 775-3568 at Newburgh Patchogue Rochester Syracuse Utica White Plains (845) 568-5398 (631) 687-4886 (585) 258-4505 (315) 428-4056 (315) 793-2314 (914) 997-9507 * For New York City government agency construction projects, please contact the Office of the NYC Comptroller at (212) 669-4443, www.comptroller.nyc.gov - click on Bureau of Labor Law. .. .. Contractor Name: Project Location: lit .. . .. STATE OF NEW YORK David A. Paterson, Governor .. DEPARTMENT OF LABOR Colleen C. Gardner, Commissioner ~ .. ~ l .. J ,~ .. 1 fill ,t .. ~ .. 4 . ~ III :.; .!~ ..I 'l Illi J IIlI -' .. iii II III iii . . NEW LEGISLATION . . Effective July 18, 2008 . .. OSHA to-hour Construction Safety and Health Course - St537-A .. .. This provision is an addition to the existing prevailing wage rate law, Labor Law ~220, section 220-h. It requires that on all public work projects of at least $250,000.00, all laborers, workers and mechanics working on the site, be certified as having successfully completed the OSHA lO-hour construction safety and health course. It further requires that the advertised bids and contracts for every public work contract of at least $250,000.00, contain a provision of this requirement. .. . . . . NOTE: The OSHA 10 Legislation does not apply to projects advertised for bid prior to July 18, 2008 AND only applies to workers on a public work project that are required under Article 8 to receive the prevailing wage. . . . Rules and regulations will be promulgated and posted on the NYSDOL website www.labor.state.ny.us when finalized. . . ~---~ Page 1 of2 - .t .. Rochester Institute of Technology OSHA Education Center Rochester, NY Donna Winter J J j J I", ;]1. .!,,~ J Where to find OSHA 10-hour Construction Course 1. NYS Department of Labor website for scheduled outreach training at: www.labor.state.ny.us/workerprotection/safetyhealth/DOSH ONSITE CONSU L T A TlON .shtm 2. OSHA Training Institute Education Centers: Fax (585) 475-6292 e-mail: dlwtpo(aJ,rit.cdu (866) 385-7470 Ext. 2919 1M II www .rit.cdu/~outrcach/coursc. php3 ?Courscl 0=54 Atlantic OSHA Training Center UMDNJ - School of Public Health Piscataway, NJ Janet Crooks j J"., /' Fax (732) 235-9460 J J e-mail: crooksic(Q.)umdni .edu (732) 235-9455 https://ophp. umdni .cdu/wconncct/ShowSchedule.awp?~~GROU p- AOTCON- I o~ J Keene State College Manchester, NH Leslie Singleton e-mail: Isingletin0!,keene.edu (800) 449-6742 J )f .. www.kccne.edu/courses/print/courses osha.cfm J 3. List of trainers and training schedules for OSHA outreach training at: www.OutreachTrainers.org f .. "1 III Page 2 of2 j .. .. .. Requirements for OSHA 10 Compliance .. .. Chapter 282 of the Laws of 2007, codified as Labor Law 220-h will take effect on July 18, 2008. The statute provides as follows: .. The advertised specifications for every contract for public work of $250,000.00 or more must contain a provision requiring that every worker employed in the performance of a public work contract shall be certified as having completed an OSHA 10 safety training course. The clear intent of this provision is to require that all employees of public work contractors receive such training "prior to the performing any work on the project." .. The Bureau will enforce the statute as follows: - .. All contractors and sub contractors must attach a copy of proof of completion of the OSHA 10 course to the first certified payroll submitted to the contracting agency and on each succeeding payroll where any new or additional employee is first listed. Proof of completion may include but is not limited to: .. .. . copies of bona fide course completion card; . training roster, attendance record of other documentation from the certified trainer pending the issuance of the card. . other valid proof .. ** A certification by the employer attesting that all employees have completed such course is not sufficient proof that the course has been completed. .. .. Any questions regarding this statute may be directed to the New York State Department of Labor, Bureau of Public Work at 518-485-5696. .. - . .. .. Page 1 of 1 .. ::~ .~. iii WICKS Reform 2008 J (For all contracts advertised or solicited for bid on or after 7/1/08) J . Raises the threshold for public work projects subject to the Wicks Law reqUiring separate specifications and bidding for the plumbing, heating and electrical work. The total project's threshold would increase from $50,000 to: $3 million in Bronx, Kings, New York, Queens and Richmond counties; $1.5 million in Nassau, Suffolk and Westchester counties; and $500,000 in all other counties. 0~ i~ .. .~ .. . For projects below the monetary threshold, bidders must submit a sealed list naming each subcontractor for the plumbing, HVAC and electrical work and the amount to be paid to each. The list may not be changed unless the public owner finds a legitimate construction need, including a change in specifications or costs or use of a Project Labor Agreement (PLA), and must be open to public inspection. :. .. J A .iI . Allows the state and local agencies and authorities to waive the Wicks Law and use a PLA if it will provide the best work at the lowest possible price. If a PLA is used, all contractors shall participate in apprentice training programs in the trades of work it employs that have been approved by the Department of Labor (DOL) for not less than three years. They shall also have at least one graduate in the last three years and use affirmative efforts to retain minority apprentices. PLA's would be exempt from Wicks, but deemed to be publiC work subject to prevailing wage enforcement. J I .. J J . The Commissioner of Labor shall have the power to enforce separate specification requirements on projects, and may issue stop-bid orders against public owners for non-compliance. ..~ .II . Other new monetary thresholds, and similar sealed bidding for non-Wicks projects, would apply to certain publiC authorities including municipal housing authorities, NYC Construction Fund, Yonkers Educational Construction Fund, NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance Authority, Westchester County Health Care Association, Nassau County Health Care Corp., Clifton-Fine Health Care Corp., Erie County Medical Center Corp., NYC Solid Waste Management Facilities, and the Dormitory Authority. J I .. ~ .l . Reduces from 15 to 7 days the period in which contractors must pay subcontractors. < ~ II1II lIIii IIlIl .. .. .. .. IMPORTANT INFORMATION .. Regarding Use of Form PW30R "Employer Registration for Use of 4 Day /10 Hour Work Schedule" .. .. .. To use the '4 Dav /10 Hour Work Schedule': .. There MUST be a Dispensation of Hours (PW30) in place on the project - AND .. .. You MUST register your intent to work 4/ 10 hour days, by completing the PW30R Form. lilt REMEMBER... .. The '4 Day /10 Hour Work Schedule' applies ONLY to Job Classifications and Counties listed on the PW30R Form. .. .. (Please note: For each Job Classification check the individual wage schedule for specific details regarding their 4/10 hour day posting.) . .. PW30R-Notice NYSDOL Bureau of Public Work 1 of 1 lit lit J Instructions for Completing Form PW30R , .. "Employer Registration for Use of 4 Day / 10 Hour Work Schedule" ~ . Before completing Form PW30R check to be sure ... ,t:;t .~ . . There is a Dispensation of Hours in place on the project. . The 4 Day /10 Hour Work Schedule applies to the Job Classifications you will be using. 'j; 1 . . The 4 Day /10 Hour Work Schedule applies to the County / Counties where the work will take place. l J Instructions (Type or Print legibly): Contractor Information: . Enter the Legal Name of the business, FEIN, Street Address, City, State, Zip Code; the Company's Phone and Fax numbers; and the Company's email address (if applicable) ~ .. . Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers, and the personal email address (if applicable) j Proiect Information: . Enter the Prevailing Rate Case number (PRC#) assigned to this project J . Enter the Project Name / Type (i.e. Smithtown CSO - Replacement of HS Roof) ~ .- . Enter the Exact Location of Project (i.e. Smithtown HS, 143 County Route #2, Smithtown,NY; Bldgs. 1 & 2) J . If you are a Subcontractor, enter the name of the Prime Contractor for which you work ~ J . On the Checklist of Job Classifications - o Go to pages 2 and 3 of the form o Place a checkmark in the box to the right ofthe Job Classification you are choosing o Mark all Job Classifications that apply n .. Requestor Information: . Enter the name of the person submitting the registration, their title with the company, and the date the registration is filled out J .. Return Completed Form: . Mail the completed PW30R form (3 pages) to: NYSOOL Bureau of Public Work, SOBC - Bldg.12- Rm.130, Albany, NY 12240 -OR - . Fax the completed PW30R form (3 pages) to: NYSOOL Bureau of Public Work at (518)485-1870 .,~ . .. iii PW30R-lnstructions NYSDOl Bureau of Public Work 10f1 III iii .. .. New York State Department of Labor Bureau of Public Work W. Averell Harriman State Office Campus Building 12 - Room 130 Albany, New York 12240 Phone - (518) 457-5589 Fax - (518) 485-1870 .. .. - Before completing Form PW30R check to be sure ... There is a Dispensation of Hours in place on the project. The 4 Day /10 Hour Work Schedule applies to the Job Classifications you will be using. The 4 Day /10 Hour Work Schedule applies to the County / Counties where the work will take place. .. Please Type or Print the Requested Information .. When completed ... Mail to NYSDOL Bureau of Public Work, SOBC, Bldg. 12, Rm.130, Albany, NY 12240 -or- Fax to NYSDOL Bureau of Public Work at (518) 485-1870 .. I Contractor Information .. Company Name: FEIN: Address: .. City: State: Zip Code: .. Phone Number Fax Number: Email Address: Contact Person: . Phone No: Fax No: Email: .. I Project Information .. Project PRC#: Exact Location of Project: Project Name/Type: County: .. (If you are Subcontractor) Prime Contractor Name: .. Job C1assification(s) to Work 4/1 0 Schedule: (Choose all that applv on Job Classification Checklist - Pages 2 & 3) I Requestor Information .. Name: Title: Date: .. PW-30R (05-10) 1 of 3 .. !~ .. Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) i .. ,i .i Electrician Genesee, Livingston, Monroe, Ontario, Orleans, Wayne, 86 Wyoming o o o o o J '1& .. Electrician 25m Nassau, Suffolk Electrician Cayuga, Chenango, Cortland, Herkimer, Madison, Oneida, 43 Onondaga, Oswego, Otsego, Tompkins, Wayne l .. Electrician 840Teledata Cayuga, Onondaga, Ontario, Seneca, Wayne, Yates 'I .4 Electrician Lineman 1049Line/Gas Nassau, Suffolk J Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, 0 Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Electrician Lineman 1249a Ulster, Warren, Washington, Wayne, Wyoming, Yates Columbia, Delaware, Dutchess, Greene, Orange, Putnam, 0 Elevator Constructor 138 Rockland, Sullivan, Ulster, Westchester Allegany, Cattaraugus, Chautauqua, Erie, Genesee, Niagara, 0 Elevator Constructor 14 Orleans, Wyoming Chemung, Livingston, Monroe, Ontario, Schuyler, Seneca, 0 Elevator Constructor 27 Steuben, Wayne, Yates Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamiliton, Herkimer, Montgomery, Oneida, Otsego, 0 Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Elevator Constructor 35 Washington Broome, Cayuga, Chenango, Cortland, Delaware, Jefferson, 0 Lewis, Madison, Oneida, Onondaga, Oswego, St. Lawrence, Elevator Constructor 62.1 Tioga, Tompkins Jefferson, Lewis, Livingston, Monroe, Ontario, Seneca, St. 0 Glazier 677.1 Lawrence, Wayne, Yates J J" ........~. If .. i .. 1 .. 't .. 'iI .. ~ .t ,~ J Insulator - Heat & Frost Broome, Cayuga, Chemung, Chenango, Cortland, Herkimer, 0 Jefferson, Lewis, Madison, Oneida, Onondaga, Oswego, 30-Syracuse Otsego, Schuyler, Seneca, St. Lawrence, Tioga, Tompkins J PW-30R (05-10) NYSDOL Bureau of Public Work 2 of 3 .. .'A .. .. Job Classification Checklist .. (Place a checkmark by all classifications that will be using the 4/10 schedule) .. .. Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Cortland, Delaware, Essex, D - Franklin, Genesee, Jefferson, Lewis, Livingston, Monroe, Onondaga, Ontario, Orleans, Oswego, Schuyler, Seneca, Laborers - Residential St. Lawrence, Steuben, Tioga, Tompkins, Warren, Wayne, Deconstruction, Demolition 601 Wyoming, Yates .. Allegany, Chemung, Genesee, Livingston, Monroe, D Operating Engineer - Heavy& Highway 832H Ontario, Schuyler, Steuben, Wayne, Yates .. D Painter 178 B Broome, Chenango, Tioga II1II Painter 178 E Chemung, Schuyler, Steuben D Painter 1780 Delaware,Otsego D .. Cayuga, Herkimer, Lewis, Madison, Oneida, Onondaga, D Painter 31 Ontario, Oswego, Seneca Painter 38.0 Oswego D .. 4-Buf,Nia, Allegany, Cattaraugus, Chautauqua, Erie, Genesee, D Painter Olean Livingston, Niagara, Orleans, Steuben, Wyoming .. D Painter 4-Jamestown Cattaraugus, Chautauqua .. Sheetmetal Worker 46 Livingston, Monroe, Ontario, Seneca, Wayne, Yates D Albany, Columbia, Fulton, Greene, Montgomery, D Rensselaer, Saratoga, Schenectady, Schoharie, Warren, .. Teamster - Heavy&Highway 294h/h Washington Allegany, Cayuga, Cortland, Seneca, Steuben, Tompkins, D .. Teamster - Heavy&Highway 317a.hh Wayne, Yates Teamster - Heavy&Highway 693.H/H Broome, Chenango, Delaware, Otsego, Tioga D .. III .. PW-30R (05-10) NYSDOL Bureau of Public Work 3 of 3 .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 i. .. Introduction to the Prevailing Rate Schedule J Information About Prevailing Rate Schedule J This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. Classification It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway, building, sewer and water, tunnel work, or residential, and to make a determination of wages and supplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. If there is a question on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. Prevailing Wage Schedules are issued separately for "General Construction Projects" and "Residential Construction Projects" on a county- by-county basIs. General Construction Rates apply to projects such as: Buildings, Heavy & Highway, and Tunnel and Water & Sewer rates. Residential Construction Rates generally apply to construction, reconstruction, repair, alteration, or demolition of one family, two family, row housing, or rental type units intended for residential use. Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate. Rates for occupations or locations not shown on the residential schedule must be obtained from the General Construction Rate Schedule. Please contact the local Bureau of Public Work office before using Residential Rate Schedules, to ensure that the project meets the required criteria. Paid Holidays J j .. 'I J J Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually performed. Overtime J At a minimum, all work performed on a public work project in excess of eight hours in anyone day or more than five days in any workweek is overtime. However, the specific overtime requirements for each trade or occupation on a public work project may differ. Specific overtime requirements for each trade or occupation are contained in the prevailing rate schedules. Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY secfion listings for each classification. J J Supplemental Benefits ~ iii Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications require the payment or provision of supplements for each hour paid (including paid holidays on which no work is performed) and/or may require supplements to be paid or provided at a premium rate for premium hours worked. Effective Dates j IIlI When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual determination which takes effect on July 1 of each year. All contractors and subcontractors are required to pay the current wevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www.labor.state.ny.us) for current wage rate information. Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Journey-workers. For example, the ratio 1: 1,1:3 indicates the allowable initial ratio is one Apprentice to one Journeyworker. The Journeyworker must be in place on the project before an Apprentice is allowed. Then three additional Journeyworkers are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Journeyworkers must be present before a third Apprentice can be hired, and so on. iii .lj iii .. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. ~ Title (Trade) Boilermaker (Construction) Boilermaker (Shop) Carpenter (Bldg.,H&H, Pile DriverlDockbuilder) Carpenter (Residential) Electrical (Outside) Lineman Ratio 1:1,1:4 1:1,1:3 1:1,1:4 1 :1,1:3 1 :1,1:2 ..i .. Page 24 .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRe Number 2010005881 .. Electrician (Inside) Elevator/Escalator Construction & Modernizer Glazier Insulation & Asbestos Worker Iron Worker Laborer Mason Millwright Op Engineer Painter Plumber & Steamfitter Roofer Sheet Metal Worker Sprinkler Fitter .. .. .. lit 1:1,1:3 1:1,1:2 1:1,1:3 1:1,1:3 1:1,1:4 1:1,1:3 1:1,1:4 1:1,1:4 1:1,1:5 1:1,1:3 1:1,1:3 1:1,1:2 1:1,1:3 1:1,1:2 If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of .. PUBLIC WORK District Office or write to: New York State Department of Labor .. Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 .. District Office Locations: Telephone # 518-457-2744 .. Bureau of Public Work - Albany Bureau of Public Work - Binghamton Bureau of Public Work - Buffalo 716-847-7159 516-228-3915 845-568-5287 212-775-3568 607-721-8005 III Bureau of Public Work - Garden City Bureau of Public Work - Newburgh Bureau of Public Work - New York City Bureau of Public Work - Patchogue 631-687-4883 585-258-4505 315-428-4056 315-793-2314 914-997-9507 518-457-5589 .. . Bureau of Public Work - Rochester Bureau of Public Work - Syracuse Bureau of Public Work - Utica lit Bureau of Public Work - White Plains Bureau of Public Work - Central Office .. .. .. .. .. FAX # 518-485-0240 607-721-8004 716-847-7650 516-794-3518 845-568-5332 212-775-3579 631-687-4904 585-258-4708 315-428-4671 315-793-2514 914-997-9523 518-485-1870 Page 25 Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Dutchess County General Construction Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J J Asbestos Worker 07/01/2010 JOB DESCRIPTION Asbestos Worker ENTIRE COUNTIES Columbia, Delaware, Dutchess, Greene, Orange, Putnam, Rockland, Sullivan, Ulster WAGES Per hour DISTRICT 9 J 7/01/2010- 11/30/2010 J Asbestos Worker: Removal & Hazardous Abatement Only $ 36.30 plus additional $3.00* J Only for the removal of insulation materials from mechanical systems which are not going to be scrapped. ,\ .. * Increase to be allocated at a later date. SUPPLEMENTAL BENEFITS Per hour paid J Journeyman $ 14.00 OVERTIME PAY See (B, E, *Q, **T, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (2, 4, 6, 25) on HOLIDAY PAGE * Code Q applies to 4,6,& 25. ** Code T applies to 2. J J 9-12a - Removal Only J Boilermaker 07/01/2010 JOB DESCRIPTION Boilermaker DISTRICT 4 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per Hour: 07/01/2010- 01/01/2011 12/31/2010 :? J I ..i Boilermaker $ 46.66 $ 47.32 Repairs & Renovation $ 46.66 $ 47.32 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2010- 01/01/2011 12/31/2010 BoilerMaker 39.1 % of Hourly 39.1 % of Hourly Wage Paid + Wage Paid + $ 16.97 $ 19.33 Repairs & Renovation* J '! .. J J NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay. *Same as Boilermaker (Includes replacement of parts and repairs & renovation of an existing unit). OVERTIME PAY See (D, 0) on OVERTIME PAGE HOLIDAY Paid: See (8, 16,23,24) on HOLIDAY PAGE Overtime: See (5, 6, 11, 12, 15,25) on HOLIDAY PAGE NOTE: *Employee must work in pay week to receive Holiday Pay. J * III Page 26 'i .II . Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 ".Boilermarker gets 4 times the hourly wage rate for working on Labor Day. Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . """Repairs & Renovation see (B,E,Q) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) Year Terms at the following pecentage of Boilermaker's Wage .. 1st 6S% 2nd 6S% 3rd 70% 4th 7S% Sth 80% 6th 8S% 7th 90% 8th 9S% .. Supplemental Benefits Per Hour: .. 07/01/2010- 12/31/2010 01/01/2011 .. Boilermaker Apprentice(s) 39.1 % of Hourly Wage Paid + $ 16.97 39.1% of Hourly Wage Paid + $ 19.33 . Repairs & Renovation" Apprentice(s) 39.1 % of Hourly Wage Paid + $ 16.97 39.1 of Hourly Wage Paid + $ 19.33 . NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay. "Includes replacement of parts and repairs & renovation of an existing unit. 4-S .. Carpenter 07/01/2010 JOB DESCRIPTION Carpenter DISTRICT 9 .. ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2010 .. Marine Construction: Marine Diver $ S6.32 . M.D.Tender 40.17 SUPPLEMENTAL BENEFITS Per hour paid: lit Journeyman $ 40.86 lit OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY .. Paid: See (18,19) on HOLIDAY PAGE. Paid: for 1 st & 2nd yr. Apprentices See (S,6, 1 0, 11,13,16,18,19) .. Overtime: See (S,6, 1 0, 11,13,16,18,19) on HOLIDAY PAGE. REGISTERED APPRENTICES Wager per hour is Percentage of Journeymans Wage .. (1) year terms: 1 st 40% 2nd SO% 3rd 6S% 4th 80% III Page 27 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County ~ .I s .. Supplemental benefits per hour: Apprentices $ 26.97 9-1456MC l:~ .. Carpenter 07/01/2010 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2010 C> J "~~ .. Carpet/Resilient Floor Coverer $ 44.02 +Additional $ 1.32< wi <Increase to be allocated at a later date SUPPLEMENTAL BENEFITS Per hour paid: Ii ,~ .. Floor Coverer OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (18, 19}on HOLIDAY PAGE. $ 38.58 J J Paid: for 1st & 2nd yr. Apprentices See (5,6,11,13,16,18, 19,25) cC ~ .. Overtime: See (5,6,11,13,16, 18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wage per hour is Pecentage of Journeyworkers Wage .i (1 ) year terms: 1 st. 40% 2nd. 50% 3rd. 65% 4th. 80% '~ .. Supplemental benefits per hour: :~ .. Apprentices $ 25.83 9-2287 11 II Carpenter 07/01/2010 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Dutchess, Orange WAGES Per hour: DISTRICT 9 ,;;g .Ii .. 07/01/2010 j '4 .. Building: Millwright SUPPLEMENTAL BENEFITS Per hour paid: Journeyman OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE $ 35.11 J $ 32.80 ';,{ iii Page 28 it .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. HOLIDAY HOLIDAY: Paid: See (18.19) on HOLIDAY PAGE. Paid: See (5.6,11,13,16,18.19,25) for 1 st & 2nd yr.Apprentices Overtime: See (5,6.11,13,16,18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages per hour: .. .. (1) year terms at the following percentage of Journeyman's wage. 1st 55% Supplemental benefits per hour: APPRENTICES: 1 st $ 22.49 2nd 65% 3rd 75% 4th 95% .. 2nd 24.46 3rd 26.92 4th 30.38 9-740.2 .. Carpenter - Building / Heavy&Highwav 07/01/2010 .. JOB DESCRIPTION Carpenter - Building 1 Heavy&Highway ENTIRE COUNTIES Dutchess, Orange. Sullivan. Ulster WAGES WAGES:(per hour) DISTRICT 8 .. 07/01/2010 .. Carpenter Carpenter-Floor Coverer" Dockbuilder/Piledriver Diver(WET) Diver(DRY) $ 31.86 31.86 31.86 50.00 30.00 .. .. " Note: Rate DOES NOT apply in Orange or Dutchess County. On projects for removal and/or abatement of asbestos or any toxic or hazardous material and it is required by the employer or mandated by NYS or Federal Regulation to wear protective equipment an additional $2.00 per hour above their appropriate rate for all classifications including apprentices. For work on smokestacks, silos. or steeples more than fifty (50) feet high, an additional $2.00 per hour, payable from the ground up. SUPPLEMENTAL BENEFITS (per hour paid) Journeyman $ 20.76 .. .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY BUilDING: Paid: Overtime: HEAVY/HIGHWAY: Paid: Overtime: See ( 1) on HOLIDAY PAGE. See (5,6) on HOLIDAY PAGE. .. .. See ( 5, 6, 16) on HOLIDAY PAGE including benefits. See (5,6, 16) on HOLIDAY PAGE. III REGISTERED APPRENTICES 1 Year terms at the following rates. 1st 2nd $16.13 $18.44 3rd $ 22.35 4th $ 26.08 Supplemental Benefits per hour worked: .. Apprentices 1 st term 2nd term 3rd term 4th term $ 9.86 14.61 18.66 19.17 Page 29 lilt .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 last Published on Jul 01 2010 Published by the New York State Department of labor PRC Number 2010005881 Dutchess County 8-19B/H&H ~ .li . ~ .. Electrician 07/01/2010 JOB DESCRIPTION Electrician ENTIRE COUNTIES Sullivan, Ulster PARTIAL COUNTIES Delaware: Only in the Townships of Andes, Harpersfield, Kortwright,Stamford, Bovina, Roxbury, Middletown and those portions of Colchester and Hancock south of the East Branch of the Delaware River. Dutchess: All of the county except for the towns of Fishkill,East Fishkill, and Beacon. Greene: That portion of the county south of a line following the south limits of the city of Catskill in a Westerly direction from the Hudson River to Highway 23A along 23A to the road following the Little Westkill and continuing along this road to Delaware County. WAGES Per hour: DISTRICT 8 J J .J 07/01/2010 Electrician WiremanlTechnician $ 37.00** Ii SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting agency, the following rates apply: .II Shift worked between 4:30pm & 12:30am Shift worked between 12:30am & 8:30am $ 43.06* $ 47.99* **On jobs where employees are required to work from bosun chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the regular straight time rate. SUPPLEMENTAL BENEFITS Per hour worked: 07/01/2010 J J Journeyman $ 20.97 plus 6% of wage , .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6,13,15,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: J ~ .. (6)month terms at the following percentage of journeyman's wage: 1 st 2nd 3rd 4th 5th 6th 30% 35% 40% 45% 50% 55% 7th 65% 8th 70% 9th 75% 10th 85% .. * Denotes average Journeyman Wireman rate of pay of all wage zones. Supplemental Benefits per hour worked: 07/01/2010 III 1 st & 2nd term 3rd & 4th term 5th & 6th term 7th & 8th term 9th & 10th term $ 6.97 8.92 10.87 13.82 16.72 plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage III 8-363/2 Electrician 07/01/2010 .. JOB DESCRIPTION Electrician ENTIRE COUNTIES Orange, Putnam, Rockland PARTIAL COUNTIES Dutchess: Towns of Fishkill, East Fishkill, and Beacon. WAGES DISTRICT 8 .. .. Page 30 .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Per hour: Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. 07/01/2010 Electrician Wireman/T echnician $ 41.00** . *SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting agency, the following rates apply: .. Shift worked between 4:30pm & 12:30am Shift worked between 12:30am & 8:30am $ 47.75* $ 53.25* .. **On jobs where employees are required to work from boatswain chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the regular straight time rate. SUPPLEMENTAL BENEFITS Per hour worked: 07/01/2010 .. Journeyman $ 20.97 plus 6% of wage . .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,13,15,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: lilt (6)month terms at the following percentage of Journeyman's wage: .. 1st 30% 2nd 35% 3rd 40% 4th 45% 5th 50% 6th 55% 7th 65% 8th 70% 9th 75% 10th 85% * Denotes average Journeyman Wireman rate of all wage zones Supplemental Benefits per hour worked: 07/01/2010 .. 1 st & 2nd term 3rd & 4th term 5th & 6th term 7th & 8th term 9th & 10th term $ 6.97 8.92 10.87 13.82 16.72 plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage .. 8-363/1 . Elevator Constructor 07/01/2010 II JOB DESCRIPTION Elevator Constructor DISTRICT 1 ENTIRE COUNTIES Dutchess, Orange, Putnam, Sullivan, Ulster PARTIAL COUNTIES Columbia: Only the Townships of Ancram, Clermont, Copake, Gallatin,Germantown, Livingston and Taghkanic. Delaware: Towns of Andes, Bovina, Colchester,Davenport, Delhi, Harpersfield, Hemdon, Kortright, Meredith, Middletown, Roxbury, Hancock & Stamford Greene: The Townships of Ashland, Catskill, Halcott, Hunter, Jewett, Lexington, Rattsville & Windham Rockland: Only the Township of Stony Point. Westchester: Only the Townships of Bedford, Lewisboro, Cortland,Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown. WAGES Per Hour 07/01/2010 01/01/2011 An Additional .. ilia .. Mechanic $ 47.71 $ 3.00** Helper 70% of Mechanic Wage Rate .. Page 31 ilia Prevailing Wage Rates for 07J01J2010 - 06J30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J ~ J (..) To be allocated at a later date .... IMPORTANT NOTICE - EFFECTIVE 04/01/2009 .... Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. (~ .. NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per hour worked $ ,;& .. Journeyman/Helper $ 20.035. .Plus 6% of wages if less than 5 years service .Plus 8% of wages if more than 5 years service '..; .. OVERTIME PAY See (D, 0) on OVERTIME PAGE HOLIDAY Paid: See (5,6,15, 16) on HOLIDAY PAGE Overtime: See (5,6, 15, 16) on HOLIDAY PAGE Note: When a paid holiday falls on Saturday, it shall be observed on Friday. When a paid holiday falls on Sunday, it shall be observed on Monday. REGISTERED APPRENTICES Wages per hour 1 st 6mo 2nd 6mo 50% 55% .i .. 2nd yr 65% 3rd yr 70% 4th yr 80% J Supplemental Benefits per hour worked Apprentices $ 20.035 +6% of wage ,& i .. 1-138 .I Glazier 07/01/2010 JOB DESCRIPTION Glazier DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per hour: 07/01/2010 J J Glazier $ 46.60 +Additional $ 3.45/hour. .. Ii Scaffolding $ 47.60 +Additional $ 3 .45/hou r. Repair & Maintenance: .I Glazier $ 25.85 +Additional $ 1.00/hour. ,'~ .. .Increase to be allocated at a later date Repair & Maintenance- All repair & maintenance work on a particular building, whenever performed, where the total cumulative contract value is under $100,000.00. SUPPLEMENTAL BENEFITS Per hour paid: J .I Journeyworker.... $ 24.69 Glazier Repair & Maintenance..: $ 14.04 .. Page 32 J Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County III ill OVERTIME PAY OVERTIME: See (C.,D.O) on OVERTIME PAGE. .. . Denotes if an optional 8th hour is required same will be at the regular rate of pay. If 9th hour is worked then both hours or more ( 8th and 9th or more) will be at the double time rate of pay. III .. For Repair & Maintenance see ( B,F, P) on overtime page. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6,16,25) on HOLIDAY PAGE The Following are paid holidays for the Repair & Maintenance Class: New Years day, Presidents day, Memorial day, Independents day, Labor day, Thanksgiving day, Day after Thanksgiving, and Christmas day. REGISTERED APPRENTICES Wage per hour: .. III (1) year terms at the following wage rates. 1 st term... 2nd term... 3rd term... 4th term... $ 15.65 $ 23.33 $ 28.85 $ 37.29 40% of Journeymans wage 500/0"" ""1111 1111 600;'0 "" ""'''' 800/0 tit, tIt'"11 .. Supplemental Benefits: (Per hour worked) .. 1 st term.... 2nd term.... 3rd term.... 4th term.... $ 11.42 $ 16.63 $ 18.24 $ 21.47 .. .. Insulator - Heat & Frost 9-1281 (DC9 NYC) 07/01/2010 .. JOB DESCRIPTION Insulator - Heat & Frost ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Westchester WAGES Per hour: 07/01/2010 DISTRICT 8 .. Asbestos Worker $ 44.44 .. Fire Stop Work. Asbestos Worker $ 29.49 . Applies on all exclusive Fire Stop Work (When contract is for Fire Stop work only). No apprentices on these contracts only. .. Note: Additional $0.50 per hour for work 30 feet or more above floor or ground level. III On goverment mandated shift work of 3 days or more between Monday - Friday, the 2nd shift works 71/2 hrs and 3rd shift 7hrs and which shall account for a full 8hr day. In addition if the first eight 8hrs start between 10:00am and 5:00am then the wage must include and addition 20%. All hours in excess of 8hrs shall be paid at time and one half. On the last working day preceding Christmas and New Years day, workers shall work no later than 12:00 noon and shall receive 8 hrs pay. .. SUPPLEMENTAL BENEFITS (per hour paid) Journeyman $ 27.61 .. Fire Stop Work: Journeyman $ 18.14 .. Page 33 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .ri OVERTIME PAY OVERTIME: See ( B ,E, Q, T*, V) on OVERTIME PAGE. J HOLIDAY HOLIDAY: Paid: Overtime: See ( 1 ) on HOLIDAY PAGE. See (2*,4,6, 16,25) on HOLIDAY PAGE. *Note: labor Day triple time if worked. J J REGISTERED APPRENTICES ( 1 ) year terms at the following percentage of journeyman's rate. ;j llIII 1 st 2nd $27.30 $29.45 3rd $31.59 4th $35.86 ~ ~ .. Supplemental Benefits paid per hour paid: Apprentices: 1 st term 2nd term 3rd term 4th term $ 17.05 17.62 19.47 22.19 .t J 8-91 Ironworker 07/01/2010 4 J JOB DESCRIPTION Ironworker ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster WAGES Per hour: DISTRICT 8 .. 07/01/2010 Structural Reinforcing Ornamental Chain Link Fence $ 40.15 40.15 40.15 40.15 .J J Shift Work: any irregular or off shift shall be paid 8 hours for 7 hours work. SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 28.55 '" J OVERTIME PAY OVERTIME:.....See (B*, E**, Q, V ) on OVERTIME PAGE. *Note: Double Time after 10 hours Monday thru Friday. **Note: On Saturdays, double time after 8 hours. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: J J J (1 )year terms at the following wage. 1 st 2nd $ 20.08 $ 24.09 3rd $ 32.12 4th $36.14 J Supplemental Benefits per hour worked: ~ Page 34 '.$ ~ .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. 1 st year 2nd year 3rd year 4th year $ 24.55 25.35 26.95 27.75 8-417 .. Laborer - Building 07/01/2010 ill JOB DESCRIPTION Laborer - Building ENTIRE COUNTIES Dutchess DISTRICT 8 PARTIAL COUNTIES Columbia: Only the Townships of Greenport, Claverack, Philmont,Clermont, Germantown, Livingston, Hillsdale, Gallatin, Copake, Ancram, .. Taghkanic and the City of Hudson. WAGES *ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL* .. WAGES: (per hour)* 07/01/2010 .. Protective Gear Required $ 34.20 .. Shift Differential: On all Govermental mandated irregular or off shift work, an additional 20% of wage is required. SUPPLEMENTAL BENEFITS (per hour worked) Journeyman $ 19.70 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE 8-17tox iIlIl .. Laborer - Building 07/01/2010 .. JOB DESCRIPTION Laborer - Building ENTIRE COUNTIES Dutchess PARTIAL COUNTIES .. Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake,Gallatin, Germantown, Greenport, Hillsdale, Hudson, Livingston, Philmont and Taconic. DISTRICT 1 WAGES GROUP # 1: .. All Laborers except those listed in Group 2 GROUP # 2: Blaster, Laser Beam Oper.,Asphalt Rakers, & Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power .. WAGES per hour GROUP # 1 GROUP #2 $ 27.75* 30.10* 06/01/2011 An Additional $1.60** 07/01/2010 .. .. (*)Any job requiring Hazwopper Certification will pay $1.00 above job classification wage rate. (**)To be allocated at a later date SUPPLEMENTAL BENEFITS Per hour worked .. Journeyman OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY $ 19.75 .. Page 35 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County ';1 .. J 1000 Hour terms 1 st term 2nd term 3rd term 4th term $ 15.15 17.80 20.45 23.60 J J Supplemental Benefits per hour worked Apprentices $ 10.80 ..I 1-1000 Laborer - Heavy&Highway 07/01/2010 .II JOB DESCRIPTION Laborer - Heavy&Highway ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake,Gallatin, Germantown, Greenport, Hillsdale, Hudson, Livingston, Philmont and Taconic. DISTRICT 1 .. WAGES GROUP # 1: Flagperson, Placing & maintenance of all flares, cones, lights, signs, barricades, traffic patterns and all reflective type materials for traffic control, custodial work, traffic directors, temporary heat or light tenders, tool room. J GROUP # 2: All Other Classifications not listed in Group # 1 or Group # 3 J GROUP # 3: Asphalt Raker, Asphalt Screedman, Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power, Laser Beam Operator, Metal Form Setters/Aligners (sidewalk), Blaster, Tunnel and Cassion. J WAGES per hour j 07/01/2010 Group # 1 Group # 2 Group # 3 $ 25.20 28.96 29.96 J All employees working on a project that requires Hazwopper Certification will receive $1.00 per hour over job classification rate of pay. J All employees who work an irregular work day that starts after 9:00 AM on a governmental mandated schedule shall be paid an additional 15% per hour. SUPPLEMENTAL BENEFITS Per hour worked & paid Holidays .i Journeyman $ 19.95 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6,13,15,25) on HOLIDAY PAGE Overtime: See (5,6,13, 15,25) on HOLIDAY PAGE Note: Whenever a holidays falls on Sunday, it will be observed on the following Monday. REGISTERED APPRENTICES Wages per hour .I J } J 1000 hour year terms 1st Term 2nd Term $ 15.15 17.85 .. Page 36 ... Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County - - 3rd Term 4th Term 20.60 23.80 Supplemental Benefits per hour worked & paid Holidays .. Apprentices $ 11.00 1-1000h Laborer - Heavv&Highwav 07/01/2010 .. JOB DESCRIPTION Laborer - Heavy&Highway ENTIRE COUNTIES Dutchess .. PARTIAL COUNTIES Columbia: Only the Townships of Greenport, Philmont, Germantown,Livingston, Hillsdale, Taghkanic, Gallatin, Copake, Ancram, City of Hudson. DISTRICT 8 WAGES .. *ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL*(Five feet or more outside of building foundation line) WAGES:(per hour) .. 07/01/2010 Protective Gear Not Required $ 32.75 $ 36.65 . Protective Gear Required SHIFT DIFFERENTIAL: On all NYS D.O.T. or other Governmental mandated irregular or off shift work, an additional 15% of wage on straight time pay. SUPPLEMENTAL BENEFITS (per hour paid) .. .. Journeyman $ 19.15 .. OVERTIME PAY See (B, E, Q, *S) on OVERTIME PAGE HOLIDAY Paid: See (5,6,13,15,26) on HOLIDAY PAGE Overtime: See (5, 6,13,15,26) on HOLIDAY PAGE *NOTE: If Saturday Holiday is worked, Code S applies. REGISTERED APPRENTICES Wages per hour - .. 1000 hour year terms .. 1 st term 2nd term 3rd term 4th term $19.19 22.86 26.53 30.20 .. Supplemental Benefits per hour paid: Apprentice $ 15.20 8-17tox .. Lineman Electrician 07/01/2010 .. JOB DESCRIPTION Lineman Electrician DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Wyoming, Yates Page 37 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County II WAGES Per hour: II Includes Teledata Work within Ten feet of High Voltage Transmission Lines 07/01/2010 05/02/2011 05/07/2012 LinemanITech./Welder $ 43.82 $ 44.52 $45.23 Cable splicer 43.82 44.52 45.23 Digging Machine Operator 39.44 40.07 40.71 Tractor Trailer Driver 37.25 37.84 38.45 GroundmanlTruck Driver 35.06 35.62 36.18 Mechanic 1st Class 35.06 35.62 36.18 Flagman 26.29 26.71 27.14 .. II .. Additional 1.00 per hrJor entire crew when a helicopter is used. Above rates applicable on all overhead Transmission line work & Fiber Optic Cable where other construction trades are or have been involved. This applies to transmission line work only, not other construction. iii Lineman/T echnician/Welder Digging Machine Operator Tractor Trailer Driver GroundmanlTruck Driver Mech. 1st Class Flagman Certified WelderPipe Type Cable Cable Splicer pipe type cable $ 42.61 38.35 36.22 34.09 34.09 25.57 44.74 46.87 $ 43.31 38.98 36.81 34.65 34.65 25.99 45.48 47.64 $ 44.01 39.61 37.41 35.21 35.21 26.41 46.21 48.41 .. >., . >\i .. Additional 1.00 per hour for entire crew when a helicopter job. Above rates apply on Switching Structures, Maintenance projects, Railroad Catenary install/maint, Third rail installation, Bonding of Rails and, pipe type cable and installation of Fiber Optic Cable. IIIii Lineman ITechician $ 41.32 $ 42.02 $ 42.72 Welder/Cable Splicer 41.32 42.02 42.72 Digging Machine Operator 37.19 37.82 38.45 Tractor Trailer Driver 35.12 35.72 36.31 GroundmanlTruck Driver 33.06 33.62 34.18 Mechanic 1st Class 33.06 33.62 34.18 Flagman 24.79 25.21 25.63 .. lIIIIi Additional 1.00 per.hrJor entire crew when a helicopter is used. ;;t4 Above rates applicable on all overhead and underground distribution and maintenance work, and all overhead and underground transmission .. line work and the installation of Fiber Optic Cable where no other construction trades are or have been involved. LinemanITechnician Cable Splicer pipe type cable Certified Welder pipe type Digging Machine Operator Tractor Trailer Driver Mechanic 1st Class GroundmanlTruck Driver Flagman $ 41.32 45.45 43.39 37.19 35.12 33.06 33.06 24.79 $ 42.02 46.22 44.12 37.82 35.72 33.62 33.62 25.21 $ 42.72 46.99 44.86 38.45 36.31 34.18 34.18 25.63 IIIil ... Additional $ 1.00 per hour for entire crew when a helicopter is used. .. Above rates applicable on all electrical sub-stations, switching structures, fiber optic cable and all other work not defined as "Utility outside electrical work" .. .. IMPORTANT NOTICE - EFFECTIVE 04/01/2009 .. Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. Friday may be used as a make-up day. . Page 38 IlIIIiI .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Jul 01 2010 PRC Number 2010005881 Dutchess County NOTE - I n order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per hour worked including holidays listed below: .. .. The following SUPPLEMENTAL benefits apply to all classification categories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. $ 15.00 $ 16.50 $ 18.25 .plus 7% of .plus 7% of .plus 7% of hourly wage paid hourly wage paid hourly wage paid .. OVERTIME PAY See (B, E, Q,) on OVERTIME PAGE. Double time for all emergency work designated by the Dept. of Jurisdiction. .. NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED SHIFTS OF AT LEAST FIVE (5) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: 1 st shift 8:00 AM to 4:30 PM REGULAR RATE .. 2nd shift 4:30 PM to 1 :00 AM REGULAR RATE PLUS 17.3 % .. 3rd shift HOLIDAY Paid Overtime 12:30 AM to 9:00 AM REGULAR RATE PLUS 31.4 % See (5,6,8, 13,25) on HOLIDAY PAGE plus Gov. of NYS Election Day. See ( 5, 6, 8, 13,25) on HOLIDAY PAGE plus Gov. of NYS Election Day. - SUPPLEMENTS for holidays paid at straight time REGISTERED APPRENTICES ( 1000 ) hr terms at the following percentage of Journeyman's wage. 1 st 2nd 3rd 4th 5th 6th 60% 65% 70% 75% 80% 85% 7th 90% .. .. Supplemental Benefits per hour worked: The following SUPPLEMENTAL benefits apply to all classification categories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. $ 15.00 $ 16.50 $ 18.25 .. .plus 7% of .plus 7% of .plus 7% of hourly wage paid hourly wage paid hourly wage paid .NOTE: The 7% is based on the hourly wage paid, straight time rate or premium rate. .. 6-1249a Lineman Electrician - Teledata 07/01/2010 .. JOB DESCRIPTION Lineman Electrician - Teledata DISTRICT 6 .. ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per hour: .. FOR WORK OUTSIDE BUILDING PROPERTY LINES. .. 07/01/2010 01/01/2011 Cable Splicer Installer/Repairman Teledata Lineman Technician/Equip Oper Groundman $ 26.64 25.29 25.29 25.29 13.40 $ 27.44 26.05 26.05 26.05 13.81 .. .. NOTE: EXCLUDES Teledata work within ten feet of High Voltage (600 volts and over) transmission lines. For this work please see LINEMAN. Page 39 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . SUPPLEMENTAL BENEFITS Per hour worked: III $ 4.43 .plus 3% of hourly wage paid $4.43 .plus 3% of hourly wage paid III .NOTE: The 3% is based on the hourly wage paid, straight time rate or premium rate. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,16) on HOLIDAY PAGE .. 6-1249LT - Teledata III Lineman Electrician - Traffic Signal Lighting 07/01/2010 JOB DESCRIPTION Lineman Electrician - Traffic Signal Lighting ENTIRE COUNTIES Columbia, Dutchess, Orange, Putnam, Rockland, Ulster WAGES Per hour: DISTRICT 6 .. . For all Lighting and Traffic Signal Systems. IIIi LinemanITechnician Certified Welder Digging Machine Tractor Trailer driver Groundman Truck Driver Mechanic 1st Class Flagman 07/01/2010 $ 38.80 40.74 34.92 32.98 31.04 31.04 23.28 05/02/2011 $39.26 41.22 35.33 33.37 31.41 31.41 23.56 05/07/2012 $39.50 41.48 35.55 33.58 31.60 31.60 23.70 III III Above rates applicable on ALL Lighting and Traffic Signal Systems and the installation, testing, operation, maintenance and repair of all traffic control and illumination projects, traffic monitoring systems, road weather information systems and the installation of Fiber Optic Cable. iii SUPPLEMENTAL BENEFITS Per hour worked including holidays listed below: All classifications $ 15.00 .plus 6.5% of hourly wage paid $16.50 .plus 6.5% of hourly wage paid $18.25 .plus 6.5% of hourly wage paid '7 rIIIi .NOTE: The 6.5% is based on the hourly wage paid, straight time rate or premium rate. Supplements paid at STRAIGHT TIME rate for holidays. -,~ .. OVERTIME PAY See ( B, E, Q,) on OVERTIME PAGE. Note. Double time for all emergency work designated by the Dept of Jurisdiction. IIIiI NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED SHIFTS OF AT LEAST FIVE (5) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: lIlIIi 1ST SHIFT 2ND SHIFT 3RD SHIFT 8:00 AM TO 4:30 PM REGULAR RATE 4:30 PM TO 1 :00 AM REGULAR RATE PLUS 17.3% 12:30 AM TO 9:00 AM REGULAR RATE PLUS 31.4% .. HOLIDAY HOLIDAY: Paid Overtime See (5,6,8, 13,25) on HOLIDAY PAGE and Gov of NYS Election Day. See ( 5,6,8, 13,25) on HOLIDAY PAGE and Gov of NYS Election Day. IIIiI REGISTERED APPRENTICES WAGES: (1000) hr terms at the following percentage of Journeyman Lineman/Technician wage. 1st 2nd 3rd 4th 5th 6th 7th 60% 65% 70% 75% 80% 85% 90% Page 40 IIIiI - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . . SUPPLEMENTAL BENEFITS: Same as Journeyman/Technician. 6-1249aReg8L T Lineman Electrician - Tree Trimmer 07/01/2010 . JOB DESCRIPTION Lineman Electrician - Tree Trimmer DISTRICT 6 . ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Wyoming, Yates WAGES Per hour: . Applies to line clearance, tree work and right-of-way preparation on all new or existing energized overhead or underground electrical, telephone and CATV lines. This also would include stump removal near underground energized electrical lines, including telephone and CATV lines. .. 07/01/2010 01/02/2011 01/01/2012 . Tree trimmer $ 21.22 $ 21.64 $ 22.08 Equip Operator 18.72 19.09 19.48 Mechanic 18.72 19.09 19.48 Truck Driver 15.82 16.14 16.46 .. Ground person 12.99 13.25 13.51 Flag person 9.25 9.44 9.62 SUPPLEMENTAL BENEFITS .. Per hour worked: $ 6.84 $ 7.36 $ 7.88 .plus 3% of .plus 3% of .plus 3% of hourly wage paid hourly wage paid hourly wage paid . Supplements paid at STRAIGHT TIME rate for holidays. .NOTE: The 3% is based on the hourly wage paid, straight time rate or premium rate. . OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: See (5, 6, 8, 15, 16,25) on HOLIDAY PAGE See (5, 6, 8,15,16,25) on HOLIDAY PAGE 6-1249TT . .. Mason - Building 07/01/2010 . JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Dutchess, Sullivan, Ulster WAGES Per hour: Building Tile Finisher SUPPLEMENTAL BENEFITS Journeyman: OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour): DISTRICT 9 .. 07/01/2010 .. $ 31.97 $18.40 . .. Page 41 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 ( 750 hour) terms at the following percentages of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% Supplemental Benefits: Apprentices: (750 hour)terms at the following percentages of journeymans wage. 1 st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% 7th 90% 7th 90% Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. 8th 95% .. III 8th 95% 9-7/88B-tf III Mason - Buildina 07/01/2010 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Dutchess, Sullivan, Ulster WAGES Per hour: 07/01/2010 Building: Tile Setters $ 36.16 SUPPLEMENTAL BENEFITS Journeyman: OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,8,10,11,15,16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages (per hour): $ 20.65 ( 750 hr) terms at the following percentage of journeyman's wage. 1st 2nd 50% 55% Supplemental Benefits: 3rd 65% 4th 70% 5th 75% 6th 85% (750) hour terms at the following percentages of journeyman's wage Apprentice: 1 st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 755 855 7th 90% 7th 90% DISTRICT 9 .. Ii ... III III till 8th 95% . 8th 95% .. 9-7/52B .J Mason - Buildina 07/01/2010 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Dutchess, Sullivan, Ulster PARTIAL COUNTIES Orange: Entire county except the Township of Tuxedo. WAGES Per hour 07/01/2010 Bricklayer Cement Mason Bldg Plasterer/Stone Mason Pointer/Caulker $ 36.75 36.75 36.75 36.75 Additional $1.00 per hour for power saw work Additional $0.50 per hour for swing scaffold or staging work SUPPLEMENTAL BENEFITS Page 42 DISTRICT 8 .. .. H ... .. .. \{ 's. .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Per hour paid Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. Journeyman $ 26.93 .. OVERTIME PAY Cement Mason All Others See ( D, E2, 0 ) on OVERTIME PAGE. See ( B, E, E2, Q ) on OVERTIME PAGE. .. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour .. One Half Year terms at the following percentage of Journeyman's wage 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 75% 80% 85% .. Supplemental Benefits per hour paid 1 st & 2nd terms $14.84 - All others 26.93 8-5du-b Mason - Heavv&Highwav 07/01/2010 .. .. JOB DESCRIPTION Mason - Heavy&Highway ENTIRE COUNTIES Dutchess, Sullivan, Ulster PARTIAL COUNTIES Orange: Entire county except the Township of Tuxedo. WAGES Per hour DISTRICT 8 .. 07/01/2010 .. Bricklayer Cement Mason Marble/Stone Mason Plasterer Pointer/Caulker $ 37.25 37.25 37.25 37.25 37.25 .. Additional $1.00 per hour for power saw work Additional $0.50 per hour for swing scaffold or staging work SUPPLEMENTAL BENEFITS .. Per hour paid Journeyman $ 26.93 .. OVERTIME PAY See (B, 0) on OVERTIME PAGE HOLIDAY Paid: See (5,6,15,25) on HOLIDAY PAGE Overtime: See (5,6,15,25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour .. .. One Half Year terms at the following percentage of Journeyman's wage 1 st 2nd 3rd 4th 5th 6th 7th 8th .. 50% 55% 60% 65% 70% 75% 80% 85% Supplemental Benefits per hour paid .. 1 st & 2nd terms $ 14.84 All others 26.93 Page 43 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County 8-5du-H/H i d . Operating Engineer - Building J 07/01/2010 JOB DESCRIPTION Operating Engineer - Building ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES Dutchess: (*NOTE: This description is in effect up to 08/31/2006). *South of a WesUEast line through Dutchess County starting at the Northern Boundary of the City of Poughkeepsie. (**NOTE: This change takes effect on 09/01/2006)**The part of Dutchess (defined by the northern boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt. 44 east to route 343, then along route 343 east to the northern boundary of Town of Dover Plains, and east along the northern boundary of Town of Dover Plains to the border line of the State of Connecticut,and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Cranes(AII Types), Boom Trucks, Cherry Pickers(AII Types), Clamshell Crane, Derrick(Stone-Stell), Dragline, Franki Pile Rig or similar Hydraulic Cranes, Pile Drivers(AII Types). *AII Tower Cranes, all Climbing Cranes and all Cranes of 100 ton capacity or greater. DISTRICT 8 ~ .. it J J tl .. GROUP I-A: Barber Green Loader-Euclid Loader, Bulldozer, Carrier-Trailer Horse, Concrete Cleaning Decontamination Machine Operator,Concrete-Portable Hoist, Conway or Similar Mucking Machines, Elevator & Cage, Excavators all types, Front End Loaders, Gradall, Shovel, Backhoe, etc.(Crawler or Truck), Heavy Equipment Robotics Operator/Mechanic, Hoist Engineer-Material, Hoist Portable Mobile Unit, Hoist-Single, Double or Triple Drum, Horizontal Directional Drill Locator, Horizontal Directional Drill Operator,and Jersey Spreader, Letourneau or Tournapull(Scrapers over 20 yards Struck), Lift Slab Console, etc., Lull HiLift or Similar, Maintenance Engineer, Master Environmental Maintenance Mechanics, Mucking Machines Operator/Mechanic or Similar Type, Overhead Crane, Pavement Breaker(Air Ram), Paver(Concrete), Post Hole Digger, Power House Plant, Road Boring Machine, Road Mix Machine, Ross Carrier and Similar Machines, Rubber tire double end backhoes and similar machines, Scoopmobile- Tractor-Shovel Over 1.5 yards, Shovel (Tunnels Side Boom, Spreader (Asphalt Telephies(Cableway), Tractor Type Demolition Equipment, Trenching Machines-Vermeer Concrete Saw Trencher and Similar, Ultra High Pressure Waterjet Cutting Tool System, Vacuum Blasting Machine operator/mechanic, Winch Truck A Frame). '1j\ .I .;,;. . " II .~ iii it .Ii GROUP I-B: Compressor (Steel Erection), Mechanic (Outside All Types, Negative Air Machine (Asbestos Removal), Pulse Meter, Push Button (Buzz Box), Elevator, Welder. )~ .a GROUP II-A: Bulldozer D6 and Under, Compactor Self-Propelled, Grader, Machines Pulling Sheep's Foot Roller, Roller 4 ton and over, Scrapers-20 yards Struck and Under, Vibratory Rollers, etc. .i !Ill GROUP III-A: Asphalt Plant, Boiler (High Pressure), Concrete Mixing Plants, Concrete Pump, Fireman, Forklift, Forklift (Electric) Joy Drill or similar Tractor Drilling Machine, Loader-1 1/2 yards and under, Locomotive (All Sizes), MixerConcrete-21 E and over, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher, Quarry Master, StoneCrusher, Well Drilling Machine, Well Point System, Concrete Buggy, One Yard and Up Ride on Dumper, Benford or Similar,Bobcat. -,;;. ... .. GROUP III-B: Compressor Over 125 cu. Feet, Conveyor Belt Machine Regardless of Size, Compressor Plant, Ladder Hoist, Lighting Unit (Portable & Generator), Stud Machine, Welding Machine (Steel Erection & Excavation). iii GROUP IV-A: Air Tractor Drill, Batch Plant, Bending Machine, Concrete Breaker, Concrete Spreader, Curb Cutter Machine, Farm Tractor (all types), Finishing Machine-Concrete, Material Hopper-sand stone-cement, Mixer-Concrete-Under 21E, Mulching Grass Spreader, Pump-Gypsum etc, Fine Grading Machine, Roller under 4 Ton Hepa Vac Clean Air Machine, Spreading and Fine Grading Machine, Steel Cutting Machine, Siphon Pump-air-steam, Tar Joint Machine, Turbo Jet Burner or Similar Equipment, Vibrator (1 to 5), Page 44 $~{' .. .. .. III Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Fine Grading Machine, Roof Hoist (Tugger Hoist), Television Cameras for Water, Sewer, Gas etc. Pump-Plaster-Grout-Fireproofing. III GROUP IV-B: Compressor to 125 feet, Dust Collector, Heater all types, Pump, Pump Station (Water and Sewer), Steam Jenny, Sweeper, Chipper, Mulcher. III GROUP V-A: Concrete Saw, Oiler Fuel Truck, Oiler Grease Truck. .. GROUP V-B: Mechanics Helper, Oiler, Stock Attendant, Paint Compressor, Welder's Helper, Motorized Roller (walk behind). GROUP VI-A: Master Mechanic, Assistant Master Mechanic, Helicoper Hoist Operator, Helicopter Pilot, Helicopter Signal Man, Welder Certified. .. GROUP VI-B: Utility Man, Warehouse Man, Second Engineer, Cable Splicer. lilt WAGES: (per hour) 07/01/2010 - GROUP I .Tower Cranes GROUP I-A GROUP I-B GROUP II-A GROUP III-A GROUP III-B GROUP IV-A GROUP IV-B GROUP V-A GROUP V-B GROUP VI-A Master Mechanic Asst.Master Mechanic Helicopter Hoist Oper Helicopter Pilot Helicopter Signal Man Welder Certified GROUP VI-B Utility Man Warehouse Man Second Engineer Cable Splicer $ 50.15 56.72 43.81 40.34 42.25 40.68 38.70 40.27 33.94 38.70 36.64 - lilt - 46.02 39.24 44.58 50.88 39.86 43.01 - .. 34.73 36.44 36.51 40.00 .. An additional 20% to wage when required to wear protective equipment on hazardous/toxic waste projects. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour. Loader operators over 5 cubic yard capacity additional .50 per hour. Shovel operators over 4 cubic yard capacity additional $1.00 per hour. SUPPLEMENTAL BENEFITS (per hour) .. .. 07/01/2010 $15.96 Per hour paid. + 7.40 Per hour worked. + .80 per hour on all hours paid Journeyman .. - OVERTIME PAY OVERTIME:..... See ( D, 0, U., V ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:......... See (5,6,7,8, 11, 12) on HOLIDAY PAGE. Overtime:..... See (5,6,7,8, 11, 12) on HOLIDAY PAGE. . Note: For Holiday codes 5 & 6, code T applies. Note: If employees are required to work on Easter Sunday Page 45 . - Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 they shall be paid at the rate of triple time. Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County 1 .fI 8-137B .J Operating Engineer - Building 07/01/2010 J JOB DESCRIPTION Operating Engineer - Building DISTRICT 1 ENTIRE COUNTIES Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Montgomery, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Washington PARTIAL COUNTIES Dutchess: Defined as north of the northern boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut. WAGES CLASS A1: Crane, hydraulic cranes, tower crane, locomotive crane, piledriver, cableway, derricks,whirlies, dragline, boom trucks over 5 tons. 1 iii J J CLASS A: Shovel, all Excavators (including rubber tire full swing), Gradalls, power road grader, all CMI equipment, front-end rubber tire loader, tractor- mounted drill (quarry master), mucking machine, concrete central mix plant, concrete pump, bel crete system, automated asphalt concrete plant, and tractor road paver, boom trucks 5 tons and under, maintenance engineer, self-contained crawler drill-hydraulic rock drill. .j .II CLASS B: Backhoes (rubber tired backhoe/loader combination), bulldozer, pushcat, tractor, traxcavator, scraper, LeTourneau grader, form fine grader, self-propelled soil compactor (fill roller), asphalt roller, blacktop spreader, power brooms, sweepers, trenching machine, Barber Green loader, side booms, hydro hammer, concrete spreader, concrete finishing machine, one drum hoist, power hoisting (single drum), hoist two drum or more, three drum engine, power hoisting (two drum and over), two drum and swinging engine, three drum swinging engine, hod hoist, A-L frame winches, core and well drillers (one drum), post hole digger, model CHB Vibro- Tamp or similar machine, batch bin and plant operator, dinky locomotive, skid steer loader, track excavator 5/8 cubic yard or smaller, front end rubber tired loader under four cubic yards, vac truck. ,4 till J CLASS C: Fork lift, high lift, all terrain fork lift: or similar, oiler, fireman and heavy-duty greaser, boilers and steam generators, pump, vibrator, motor mixer, air compressor, dust collector, welding machine, well point, mechanical heater, generators, temporary light plants, electric submersible pumps 4" and over, murphy type diesel generator, conveyor, elevators, concrete mixer, beltcrete power pack (belcrete system), seeding, and mulching machines, pumps. J · In the event that equipment listed above is operated by robotic control, the classification covering the operation will be the same as if manually operated. t ... WAGES per hour 07/01/2010 .J Class # A1 Class # A Class # B Class # C $ 32.98 32.54 31.63 29.06 j \1/ ..I Additional $0.50 per hr for Tower Cranes. Additional $0.50 per hr for Cranes with Boom length & jib 150ft. and over. Additional $1.00 per hr for Cranes with Boom length & jib 200ft. and over. Additional $2.00 per hr over B rate for Nuclear Leader work. Additional $0.40 per hr for tunnel or excavation of shaft 40' or more deep. Additional $2.50 per hr. for hazardous waste removal work on State and/or Federally designated waste site which require employees to wear Level C or above forms of personal protection SUPPLEMENTAL BENEFITS Per hour paid \,~ I IIIIIi , ~ 2 wi -:} iii Journeyman OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE Note: If a holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on Saturday, it will be celebrated on Friday. Employees who work a Saturday holiday shall be paid double time plus the holiday pay. $ 20.37 .. . Page 46 ;j; I .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. REGISTERED APPRENTICES .. Wages per hour 1000 hours terms at the following percentage of Journeyman's wage Class B II 1st 60% 2nd 70% 3rd 80% 4th 90% Supplemental Benefits per hour paid . All terms $ 16.05 1-106b .. Operating Engineer - Heavv&Highwav 07/01/2010 - JOB DESCRIPTION Operating Engineer - Heavy&Highway ENTIRE COUNTIES Dutchess, Putnam, Westchester WAGES NOTE: Also covers Feasibility and Preliminary Design surveying, Line and Grade surveying for Inspection or Supervision of Construction when preformed under a Consulting Engineer Agreement. Party Chief - One who directs a survey party Instrument Man - One who runs the instrument and assists Party Chief Rodman - One who holds the rod and in general, assists the Survey Crew Catorgories cover GPS & Underground Suveying DISTRICT 9 . - Per Hour: 07/01/2010 - .. Party Chief Instrument Man Rodman SUPPLEMENTAL BENEFITS Per Hour: $ 52.79 38.02 32.67 07/01/2010 . All Catorgories Straight Time: $ 21.95 + $3.61 (taxable) . Premium: . Double Time $ 35.52 $ 45.57 Time & 1/2 . OVERTIME PAY See (B, "E, Q) on OVERTIME PAGE " Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: Overtime: See (5,6,7, 11, 12) on HOLIDAY PAGE See (5, 6, 7, 11, 12) on HOLIDAY PAGE 9-15Dh - Operating Engineer - Heavv&Highwav 07/01/2010 . JOB DESCRIPTION Operating Engineer - Heavy&Highway ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES DISTRICT 8 . . Page 47 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Jul 01 2010 PRC Number 2010005881 Dutchess County Dutchess: ("NOTE: This description is in effect up to 08/31/2006). "South of a WesVEast line through Dutchess County starting at the Northern Boundary of the City of Poughkeepsie. (""NOTE: This change takes effect on 09/01/2006)""The part of Dutchess (defined by the northern boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt. 44 east to route 343, then along route 343 east to the northern boundary of Town of Dover Plains, and east along the northern boundary of Town of Dover Plains to the border line of the State of Connecticut,and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Boom Truck, Cherry Picker, Clamshell, Crane, (Crawler, Truck), Dragline,Rough Terrain Crane. j J J J GROUP I-A: Auger, Auto Grader, Dynahoe and Dual purpose and similar machines, Barber Green Loader-Euclid Loader or similar type machine, boat captain, boring machine(all types), Bulldozer-All Sizes, Central Mix Plant Operator, Cherry Picker(Cableway)-Hydraulic, chipper (all types), close circuit t.v., Compactor with Blade,Concrete Portable Hoist, C.M.1. or Similar, Conway or Similar Mucking Machines, Gradall, Shovel Backhoe, etc. Grader, Derrick (Stone-Steel) Elevator & Cage, Front End Loaders over 1 1/2yds Hoist Single, Double, Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer Concrete(Crane-Derrick-Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letourneau or Tournapull (Scrapers over 20 yds struck), Mucking Machines, Overhead Crane, Paver (concrete) Pulsemeter, Push Button (Buss Box) Elevator, Road Mix Machines, Ross Carrier and similar, Shovels (Tunnels), SideBoom, Spreader (asphalt), Scoopmobile-Tractor-Shovel over 1 1/2 yards, Trenching Machines, Telephies-Vermeer Concrete Saw Trencher and/or Similar, Tractor type Demolition Equipment, Whirly,P-811 Track Renewal Machine-Similiar, certified Welder. t .. J GROUP I-B: Road Paver-Asphalt. :i Ii GROUP II-A: Balast regulators, Compactor Self Propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Scrapers-20 yds truck and under, Switchtampers, Vibrator Roller, etc., Roller 4 ton and over, Welder. )~ .Ii GROUP II-B: Mechanic-All Types. GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm Tractor (All Types), Finishing Machine (Concrete) Fine Grading Machine, Fireman, Forklift, Forklift (Electric) John Henry drill or similar, Joy Drill or similarTractor Drilling Machine, Loader 1 1/2 yards and under, Locomotive(AII Sizes), Maintenance Engineer, Machine Pulling Sheep's Foot Roller, Material Hopper, Mixer Concrete-21 E and over, Mulching Grass Spreader, Portable Plant, Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master,Roller under 4 ton, Spreading and Fine Grading Machine, Steel Cutting Machine, Stone Crusher, Sweeper, Turbo JetBurner or Similar, Well Drilling Machine, Winch Truck, "A" Frame Truck. ii IIIii .~ .. GROUP IV-A: Service Man (Fuel Truck), Service Man (Grease Truck). GROUP IV-B: Compressor-Compressor Plant-Paint Compressor-Steel Erection, ConveyorBelt Machine, Lighting Unit (Portable & Generator), PiloVAssistant Engineer/2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or Similar), Roller-Motorized (Walk Behind), Welding Machine Steel Erection Excavation), Well Point System, Welder's Helper, Mechanic's Helper, Bending Machine, Dust Collector, Mixer Concrete under 21-E, Heater all types, Steam Jenny, Stock Room Attendant, Siphon Pump-Air- Steam, Tar Joint Machine, Vibrator (1 to 5), Compressor Truck mounted (2-6). J t .i GROUP V-A: Master Mechanic, Master Mechanic Asst., Helicopter Hoist Operator, Engineer-All Tower Cranes-All Climbing Cranes and all cranes of 100 ton capacity or greater(3900 Manitowac or similar), Hoist Engineer(Steel), Engineer-Pile Driver, Welder-Certified, Helicopter Pilot, Helicopter Signalman, Jersey Spreader, Pavement Breaker(Air Ram), Post Hole Digger. .J GROUP V-B: Concrete Saw, Oiler, Utility Man. WAGES: (per hour) 07/01/2010 ;j 'i! .. Group I Group I-A Group I-B Group II-A Group II-B Group III Group IV-A Group IV-B Group V-A Master Mechanic/Asst Helicopter Hoist Oper Engineer All Tower,Climbing and Cranes of 100 Tons Hoist Engineer(Steel) Engineer(Pile Driver) Helicopter Pilot $ 49.99 44.14 45.70 42.29 43.60 41.56 37.83 32.56 '.j .. f i# .. 46.70 45.26 1 - 56.55 50.52 53.90 50.52 ;1 .. Page 48 - .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 last Published on Jul 01 2010 Helicopter Signalman Jersey Spreader, Pavement Breaker. (Air Ram)Post Hole Digger Group V-B Utility Man Concrete Saw Oiler Published by the New York State Department of labor PRC Number 2010005881 Dutchess County 42.09 .. 42.47 .. 31.02 35.40 30.54 .. SHIFT DIFFERENTIAL: On all NYS D.O.T. and other Governmental mandated off-shift work, an additional 15% of wage on all hours and including overtime. .. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour over the rate listed in the Wage Schedule. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour over the rate listed in the Wage Schedule. Operators of shovels with a capacity over (5) cubic yards shall be paid an additional $.50 per hour over the rate listed in the Wage Schedule. Operators of loaders with a capacity over 4 cubic yards shall be paid an additional $1.50 per hour. SUPPLEMENTAL BENEFITS (per hour) .. 07/01/2010 Journeyman: $ 16.02 on all hours paid. PLUS $7.65 limited to 1st 40 hours worked. PLUS .70 per hour on all hours worked .. .. OVERTIME PAY OVERTIME:.... See ( B, E, Q, U. ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:........ See (5,6, 7, 8, 11, 12) on HOLDIAY PAGE. Overtime:.... See (5,6,7,8, 11, 12) on HOLIDAY PAGE. . Note: For Holiday codes 5 & 6, code U applies. Note: If employees are required to work on Easter Sunday they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1 )year terms at the following rate. .. .. 07/01/2010 .. 1 st term 2nd term 3rd term 4th term $20.78 24.93 29.09 33.24 .. Supplemental Benefits per hour: Apprentices: $ 16.02 on all hours paid. PLUS .70 per hour on all hours worked. .. 8-137HH .. Operating Engineer - Heavv&Highwav 07/01/2010 .. JOB DESCRIPTION Operating Engineer - Heavy&Highway DISTRICT 1 ENTIRE COUNTIES Albany, Broome, Chenango, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Montgomery, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Tioga, Warren, Washington PARTIAL COUNTIES Dutchess: Defined as north of the northern boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut. Herkimer: East of a North/South line through the RailroadStation at Little Falls. WAGES MASTER MECHANIC .. .. .. CLASSIFICATION 1A: Boom Truck (over 5 tons, manufacturers rating), Crane, Cherry Picker (over 5 tons capacity), Derricks (steel erection), Dragline, Overhead Crane (Gantry or Straddle type), Pile Driver, Truck Crane Page 49 .. J Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J CLASSIFICATION A: Automated Concrete Spreader (CMI Type), Automatic Fine Grader, Backhoe (Except Tractor Mounted. Rubber Tired), Backhoe Excavator Full Swing (CAT 212 or similar type), Back Filling Machine, Belt Placer (CM1 Type), Blacktop Plant (Automated), Boom truck (5 tons and under), Cableway, Caisson Auger, Central Mix Concrete Plant (Automated), Concrete Curb Machine (Self-Propelled, Slipform), Concrete Pump, Directional Drilling Machine, Dredge, Dual Drum Paver, Excavator (All Purpose Hydraulically Operated, Gradall or Similar), Front End Loader (4 cu. yd. and Over), Head Tower (Sauerman or Equal), Hoist (Two or Three Drum), Holland Loader, Maintenance Engineer, Mine Hoist, Mucking Machine or Mole, Pavement Breaker (SP Wertgen; PB-4 and similar type), Power Grader, Profiler (over 105 H.P.), Quad 9, Quarry Master (or equivalent), Scraper, Shovel, Side Boom, Slip Form Paver (If a second man is needed, he shall be an Oiler), Tractor Drawn Belt-Type Loader, Truck or Trailer Mounted Log Chipper (Self Feeder), Tug Operator (Manned Rented Equipment Excluded), Tunnel Shovel j ..~ lIIi CLASSIFICATION B: Asphalt Paver, Backhoe (Tractor Mounted, Rubber Tired), Bituminous Recycler Machine, Bituminous Spreader and Mixer, Blacktop Plant (Non-Automated), Blast or Rotary Drill (Truck or Tractor Mounted), Boring Machine, Cage Hoist, Central Mix Plant (Non-Automated) and All Concrete Batching Plants, Cherry Picker (5 tons capacity and under), Concrete Paver (Over 16S), Crawler Drill (Self-contained), Crusher, Diesel Power Unit, Drill Rigs (Tractor Mounted), Front End Loader (Under 4 cu. yd.), Greaseman/Lubrication Engineer, Hi-Pressure Boiler (15 Ibs. and over), Hoist (One Drum), Hydro-Axe, Kolman Plant Loader and Similar Type Loaders (If Employer requires another man to clean the screen or to maintain the equipment, he shall be an Oiler), L.C.M. Work Boat Operator, Locomotive, Mixer (for stabilized base self- propelled), Monorail Machine, Plant Engineer, Profiler (105 H.P. and under), Pug Mill, Pump Crete, Ready Mix Concrete Plant, Refrigeration Equipment (for soil stabilization), Road Widener, Roller (all above sub-grade), Sea Mule, Self-contained Ride-on Rock Drill (Excluding Air- Track Type Drill), Skidder, Tractor with Dozer and/or Pusher, Trencher, Tugger Hoist, Vermeer saw (ride on, any size or type),Welder, Winch, Winch Cat J t J :1 IllIi CLASSIFICATION C: A Frame Winch Hoist on Truck, Aggregate Plant, Ballast Regulator (Ride-on), Boiler (used in conjunction with production), Bituminous Heater (self-propelled), Cement and Bin Operator, Hands-Off Equipment (Compressors, Dust Collectors, Generators, Pumps, Welding Machines, Light Plants, Heaters), Concrete Pavement Spreader and Finisher, Concrete Paver or Mixer (16S and under), Concrete Saw (self- propelled), Conveyor, Directional Drill Machine Locator, Drill (Core), Drill (Well), Farm Tractor with accessories, Fine Grade Machine, Fireman, Fork Lift, Form Tamper, Grout Pump, Gunite Machine, Hammers (Hydraulic self-propelled), Hydra-Spiker (Ride-on), Hydraulic Pump Uacking system), Hydro-Blaster (Water), Mulching Machine, Oiler, Parapet Concrete or Pavement Grinder, Post Hole Digger and Post Driver, Power Broom (towed), Power Heaterman, Power Sweeper, Revinius Widener, Roller (Grade and Fill), Scarifier (Ride-on), Shell Winder, Skid steer loader (Bobcat or similar), Span-Saw (Ride-on), Steam Cleaner, Tamper (Ride-on), Tie Extractor (Ride-on), Tie Handler (Ride-on), Tie Inserter (Ride-on), Tie Spacer (Ride-on), Tire Repair, Track Liner (Ride-on), Tractor Tractor (with towed accessories), Vac Truck, Vibratory Compactor, Vibro Tamp, Well Point t .iI J J .. *Note for all above classifications of Operating Engineer - In the event that equipment listed above is operated by robotic control, the classification covering the operation will be the same as if manually operated. ;1 .. WAGES per hour Master Mechanic Class 1A Class A Class B Class C $ 34.15 32.97 32.54 31.63 29.06 07/01/2011 An Additional $ 2.12** 2.12** 2.12** 2.12** 2.12** :# .. 07/01/2010 .. Additional $2.00 per hour for All Employees who work a single irregular work shift starting from 5:00 PM to 1 :00 AM that is mandated by the Contracting Agency. Additional $0.50 per hr for Cranes with Boom length & jib 150ft. and over. Additional $1.00 per hr for Cranes with Boom length & jib 200ft. and over. Additional $0.50 per hr for Tower Cranes. Additional $2.50 per hr. for hazardous waste removal work on State and/or Federally designated waste site which require employees to wear Level C or above forms of personal protection. .',; iii .. (**)To be allocated at a later date SUPPLEMENTAL BENEFITS Per hour paid .. Journeyman $ 20.55 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE Note: If the holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on a Saturday, it will be celebrated on Saturday. Page 50 IIIi . . Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . REGISTERED APPRENTICES . Wages per hour 1000 hours terms at the following percentage of Journeyman's wage Class B .. 1st 60% 2nd 70% 3rd 80% 4th 90% Supplemental Benefits per hour paid .. All Terms $ 16.20 1-106h .. Operating Engineer - Heavv&Highwav - Tunnel 07/01/2010 III JOB DESCRIPTION Operating Engineer - Heavy&Highway - Tunnel ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES Dutchess: ("NOTE: This description is in effect up to 08/31/2006). "South of a West/East line through Dutchess County starting at the Northern Boundary of the City of Poughkeepsie. (""NOTE: This change takes effect on 09/01/2006)""The part of Dutchess (defined by the northern boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt. 44 east to route 343, then along route 343 east to the northern boundary of Town of Dover Plains, and east along the northern boundary of Town of Dover Plains to the border line of the State of Connecticut,and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Boom Truck, Cherry Picker, Clamshell, Crane(Crawler, Truck), Dragline, Rough Terrain Crane. DISTRICT 8 III III III GROUP I-A: Auger, Auto Grader, Dynahoe & Dual purpose & similar machines, Barber Green Loader-Euclid Loader or similar type machine, Boat Captain, Boring Machine(all types), Bull Dozer-all types, Central Mix Plant Operator, Cherry Picker(Cableway or hydraulic), Chipper-all types, Close Circuit T.V., Compactor with Blade, Concrete Portable Hoist, C.M.I. or similar, Conway or similar Mucking Machine, Crane(Crawler or Truck) dragline, Gradall, Shovel Backhoe, etc. Grader, Derrick(Stone-Steel), Elevator & Cage(materials or passengers), Front End Loaders over 1 1/2 yards, Hoist Single, Double, Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer-Concrete(Crane-Derrick- Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letourneau or Tournapull(Scrapers over 20 yards struck), Log Skidder, Moveable Concrete Barrier Transfer & Transport Vehicle, Mucking Machines. Overhead Crane, Paver(concrete), Pulsemeter, Push Button(Buzz Box)Elevator, Raise Boring Machine, Road Mix Machines. Robot Hammer(Brock or similar), Ross Carrier and similar machines, Shovels(Tunnels), Side Boom, Slip Form Machine, Spreader(Asphalt), Scoopmobile-Tractor-Shovel over 1 1/2 yards, Trenching Machines, Telephies-Vermeer Concrete Saw Trencher and/or similar, Tractor type demolition equipment, Whirly. .. .. GROUP loB: Road Paver(Asphalt). .. GROUP II-A: Balast Regulators, Compactor Self-propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Roller 4 ton and over, Scrapers (20 yard struck and under), Switch Tampers, Vibratory Roller, etc., Welder. .. GROUP II-B: Mechanic(outside) all types, Shop Mechanic. . GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm Tractor(all types), Finishing Machine(Concrete) Fine Grading Machine, Firemen, Forklift, Forklift(Electric), John Henry Drill or similar, Joy Drill or similar Tractor Drilling Machine, Loader 1 1/2 yards and under, Locomotive(all sizes), Maintenance Engineer, Machine Pulling Sheeps Foot Roller, Material Hopper, Mixer Concrete(21-E & over), Mulching Grass Spreader, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master, Roller under 4 ton, Spreading and Fine Grading Machine, Steel Cutting Machine, Stone Crusher, Sweeper, Turbo Jet Burner or similar, Well Drilling Machine, Winch Truck "A' Frame. .. GROUP IV-A: Service Man(Fuel Truck), Service Man(Grease Truck). . GROUP IV-B: Bending Machine, Compressor-Compressor Plant-Paint, Compressor-Steel Erection, Compressor Truck Mounted(2-6), Conveyor Belt Machine, Dust Collector, Heater(all types), Lighting Unit(portable & generator), Mixer Concrete under 21-E, Pilot/Assistant Engineer/2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or similar), Roller Motorized(Walk behind), Steam Jenny, Stock Room Attendant, Syphon Pump-Air-Stream, Tar Joint Machine, Vibrator(1 to 5), Welding Machine, Welders Helper. .. GROUP V-A: Engineer(Pile Driver), Engineer(all Tower Cranes, all Climbing Cranes & all cranes of 100 ton capacity or greater), Helicopter Hoist Operator, Helicopter Pilot, Helicopter Signalman, Hoist Engineer(Steel-Sub Structure), Engineer-Pile Driver, Jersey-Spreader, Pavement breaker(Air Ram), Master Mechanic, Asst. Master Mechanic, Post Hole Digger, Welder-Certified. .. GROUP V-B: Concrete Saw, Oiler, Utility Man. Page 51 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 201 0005881 Dutchess County ~ .. WAGES: (per hour) J 07/01/2010 GROUP I GROUP I-A GROUP I-B GROUP II-A GROUP II-B GROUP III GROUP IV-A GROUP IV-B GROUP V-A Engineer-Pile Driver Engineer-Cranes Helicopter Pilot Helicopter Signalman Helicopter Hoist Opr Hoist Engineer Jersey Spreader, Pavement Breaker(Air Ram), Post Hole Digger Master Mechanic Asst. Master Mechanic Welder-Certified GROUP V-B Concrete Saw Oiler Utility Man $49.99 44.14 45.70 42.29 43.60 41.56 37.83 32.56 i .J .J 53.90 56.55 50.52 42.09 45.26 50.52 42.47 j iii j .lI 42.47 46.70 ~j Iii /~ii .. 35.40 30.54 31.02 An additional 20% to wage when required to wear protective equipment on hazardous/toxic waste projects. Operators required to use two buckets pouring concrete on other than road pavement shall receive $0.50 per hour over scale. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour. Engineers operating cranes with booms 149 feet or over in:! length will be paid an additional $3.00 per hour. Operators of shovels with a capacity over (4) cubic yards shall be paid an additional $1.00 . per hour. Operators of loaders with a capacity over (5) cubic yards shall be paid an additional $0.50 per hour. SUPPLEMENTAL BENEFITS (per hour) J Journeyman: 07/01/2010 $ 16.02 + 7.65 +.70 all hours paid. 1 st 40 hours worked for all hours worked. 1 J OVERTIME PAY See (D, 0, *U, V) on OVERTIME PAGE HOLIDAY Paid: See (5,6,7,8,11,12) on HOLIDAY PAGE Overtime: See (5, 6, 7, 8, 11, 12) on HOLIDAY PAGE * Note: For Holiday codes 5 & 6, code U applies. Note: If employees are required to work on Easter Sunday, they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1 )year terms at the following rates. .J ;-~ .II 07/01/2010 "r '/j <] III 1 st year Apprentice 50% of above rate 20.78 per hr. .; 2nd year Apprentice 60% of above rate 24.93 per hr. lIlIi 3rd year Apprentice 70% of above rate 29.09 per hr. ><;; iii Page 52 .I Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . . 4th year Apprentice 80% of above rate 33.24 per hr. .. .. Supplemental Benefits per hour: .. Apprentices: .. 07/01/2010 $ 16.02all hours paid. +.70 for all hours worked. 8-137Tun . Operating Engineer. Marine Construction 07/01/2010 JOB DESCRIPTION Operating Engineer - Marine Construction DISTRICT 4 .. ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, .. Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: .. DREDGING OPERATIONS 07/01/2010 .. CLASS A Operator, Leverman, Lead Dredgeman $ 32.89 .. CLASS A1 Dozer, Front Loader Operator To Conform to Operating Engineer Prevailing Wage in Locality where Work is being Performed including Benefits. .. CLASS B Spider/Spill Barge Operator, Tug Operator(over1000hp), Operatorll, Fill Placer, Derrick Operator, Engineer, Chief Mate, Electrician, Chief Welder, Maintenance Engineer $ 28.49 .. .. Certified Welder, Boat Operator(licensed) $ 26.84 .. CLASS C Drag Barge Operator, Steward, Mate, Assistant Fill Placer, Welder (please add) $ 26.14 .. Boat Operator $ 0.06 $ 25.29 .. CLASS D Shareman, Deckhand, Rodman, Scowman, Cook, Messman, Porter/Janitor $ 21.09 Page 53 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Oiler(please add) Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J $ 0.09 j SUPPLEMENTAL BENEFITS Per Hour: I J THE FOllOWING SUPPLEMENTAL BENEFITS APPLY TO All CATEGORIES 07/01/2010 j All Classes A & B $ 8.05 plus 7% of straight time wage $ 0.63 J iii (overtime hours add) (overtime hours add) $ 7.75 plus 7% of straight time wage $ 0.48 J All Class C j All Class D (overtime hours add) OVERTIME PAY See (B, F, R) on OVERTIME PAGE HOLIDAY Paid: Overtime: $ 7.45 plus 7% of straight time wage $ 0.23 J See (1) on HOLIDAY PAGE See (5, 6, 8,15,26) on HOLIDAY PAGE Ii .. 4-25a-MarConst Operating Engineer. Survey Crew 07/01/2010 J JOB DESCRIPTION Operating Engineer - Survey Crew DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orleans, Oswego, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Wyoming, Yates PARTIAL COUNTIES Dutchess: : The Northern portion of the county from the Northern boundry line of the City of Poughkeepsie North. WAGES Per hour: j .j i .. J SURVEY CLASSIFICATIONS: Party Chief- One who directs a survey party. Instrument person- One who runs the instrument and assists the Party Chief. Rod person- One who holds the rods and, in general, assists the survey party. 07/01/2010 06/01/2011 06/01/2012 '1 .. Survey Rates: Party Chief Instrument/Rod person $ 30.87 28.10 $ 31.62 28.85 $ 32.62 29.85 .1 ~ Iii Additional $3.00 per hr. for work in a Tunnel. Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS Per hour worked: J Journeyman $ 19.25 $ 20.50 $ 21.75 .~ .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: See (5,6) on HOLIDAY PAGE See (5,6) on HOLIDAY PAGE ;1 .& Page 54 iii .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County REGISTERED APPRENTICES .. WAGES: (1 yr. or 1000 hrs.) terms at the following wage rates. 1 st year 60% $ 16.86 $ 17.31 $ 17.91 2nd year 70% 19.67 20.19 20.89 ... 3rd year 80% 22.48 23.08 23.88 SUPPLEMENTAL BENEFITS: $ 19.25 $ 20.50 $ 21.75 ... 6-545 D.H.H. .. Operating Engineer - Survey Crew - Consulting Engineer 07/01/2010 JOB DESCRIPTION Operating Engineer - Survey Crew - Consulting Engineer DISTRICT 6 ENTIRE COUNTIES ... Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia, Cortland, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates PARTIAL COUNTIES .. Dutchess: The northern portion of the county from the northern boundry line of the City of Poughkeepsie north. Genesee: Entire county except that portion of the county that lies west of a line down the center of Route 98 excluding that area that lies within the City of Batavia. WAGES ... Per hour: Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer Agreement. .. SURVEY CLASSIFICATIONS: Party Chief- One who directs a survey party. Instrument Man- One who runs the instrument and assists the Party Chief. Rodman- One who holds the rods and in general, assists the survey party. .. 06/01/2010 06/01/2011 06/01/2012 Survey Rates: Party Chief $ 30.87 $ 31.62 $ 32.62 I nstrument/Rodperson 28.10 28.85 29.85 .. Additional $3.00 per hr. for work in a Tunnel. Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS .. Per hour worked: $ 19.25 $ 20.50 $ 21.75 .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (5,6) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE .. 6-545 DCE Painter 07/01/2010 .. JOB DESCRIPTION Painter DISTRICT 1 ENTIRE COUNTIES Columbia, Dutchess, Greene, Orange, Sullivan, Ulster .. WAGES Per hour 07/01/2010 05/01/2011 05/01/2012 An Additional An Additional .. Brush/Paper Hanger $ 27.39 $ 2.25** $ 2.25** Dry Wall Finisher 27.39 2.25** 2.25** Lead Abatement 27.39 2.25** 2.25** ... Sandblaster-Painter 27.39 2.25** 2.25** Spray Rate 28.39 2.25** 2.25** Page 55 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J (**) To be allocated at a later date .J See Bridge Painting rates for the fOllowing work: Structural Steel (defined as any steel where a man works without the support of solid scaffolding or mechanical lifts), all work performed on tanks (100,000 gallons or over twenty feel high), ALL BRIDGES, towers, smoke stacks, flag poles. Rate shall apply to all of said areas from the ground up. SUPPLEMENTAL BENEFITS Per hour worked J J Journeyman $ 16.39 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour ~ .a 1 .. Six (6) month terms at the fOllowing percentage of Journeyman's wage ;j II 1st 40% 2nd 50% 3rd 60% 4th 70% 5th 80% 6th 90% Supplemental Benefits per hour worked J 1 st term All others $ 7.49 16.39 1-155 J Painter - Bridge & Structural Steel 07/01/2010 JOB DESCRIPTION Painter - Bridge & Structural Steel DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES (Per Hour Worked) J i ... 07/01/2010 10/01/2010 STEEL: 1 .. Bridge Painting $ 45.50 $ 51.50 $ 46.25 $ 52.25 .J Power Tool/Spray Shift Work: Where project specifications and/or contract provide for night work outside the regular hours of work, and said night work is performed on a second shift, which is separate from the first crew, the night shift employees shall be paid an additional 1 0% of the regular wage up to seven (7) hours, after which they shall be paid at time and one half the regular wage. If only a night shift is employed, the .j employees shall be paid at time and one half. _ Note: For Bridge Painting Contracts, ALL WORKERS on and off the bridge (including Flagmen) are to be paid Painter's Rate; the contract must be ONLY for Bridge Painting. iii SUPPLEMENTAL BENEFITS Per Hour Worked: 07/01/2010 10/01/2010 .& Journeyworker $ 29.90* $ 29.90** $ 31.04* $ 31.04** Hourly Rate after 40 hours from May 1st to Nov. 15th .. $6.00 only $6.75 only Hourly Rate after 50 hours from Nov. 16th to April 30th $6.00 only $6.75 only iii Page 56 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County iii ill *For the period of May 1st to November 15th: This rate shall be paid up to maximun of forty (40) hours worked per week. For all hours exceeding 40, the hourly rate shall drop to the hourly rate shown above by date. EXCEPT for the first and last week of employment on the project, and for the weeks of Memorial Day, Independence Day and Labor Day, .. this rate shall be paid for the actual number of hours worked. **For the period of November 16th to April 30th: This rate shall be paid up to a maximun of fifty (50) hours worked per week. For all hours exceeding 50, the hourly rate shall drop to the .. hourly rate shown above by date. OVERTIME PAY See (A, F, R) on OVERTIME PAGE *Note: When calculating overtime pay for the Power Tool/ Spray classification, add Six dollars to the hourly overtime rate calculated for the .. "Bridge Painting" classification. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (4, 6) on HOLIDAY PAGE .. REGISTERED APPRENTICES (wage per hour Worked): .. (1) year terms at the following percentage of Journeyworkers wage. Apprentices: 1st 2nd 3rd 07/01/2010 40% 60% 80% .. Supplemental Benefits: 1st Term: Same as Journeyman excluding the additional $5.00 per hour paid. .. 2nd and 3rd term: Same as Journeyman 9-DC-9/806/155-BrSS .. Painter - Line Striping 07/01/2010 .. JOB DESCRIPTION Painter - Line Striping DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES Per hour: .. Painter (Striping-Highway): 07/01/2010 .. Striping-Machine Operator* Linerman Thermoplastic $ 25.53 $ 30.79 .. Note: * Includes but is not limited to: Positioning of cones and directing of traffic using hand held devices. Excludes the Driver/Operator of equipment used in the maintenance and protection of traffic safety SUPPLEMENTAL BENEFITS Per hour paid: Journeyworker: 07/01/2010 $ 9.97 + 7% of wage .. OVERTIME PAY See (B, E, P, S) on OVERTIME PAGE HOLIDAY Paid: See (5,20) on HOLIDAY PAGE Overtime: See (5, 8, 11, 12, 15, 16, 17,20,21,22) on HOLIDAY PAGE .. 9-8A/28A-LS .. Painter - Metal Polisher 07/01/2010 JOB DESCRIPTION Painter - Metal Polisher ENTIRE COUNTIES DISTRICT 9 .. Page 57 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Jul 012010 PRC Number 2010005881 Dutchess County Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES J j 07/01/2010 J Metal Polisher $ 25.60* J *Note: All workers shall be paid an additional premium in an amount equal to twenty (20%) percent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standing scaffolds while working more than 34 feet off the ground. Such premium are to be paid on top of their straight time or overtime, whichever is applicable. This also applies to employees erecting scaffolding. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2010 ;j II Journeyworker: $ 11.12 i .. OVERTIME PAY See (B, E, Q, T) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE Overtime: See (5,6,9, 11, 15, 16,25,26) on HOLIDAY PAGE REGISTERED APPRENTICES 55% of Basic Polisher Rate J 9-8A/28A-MP J Plumber 07/01/2010 J JOB DESCRIPTION Plumber ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Delaware: Only the Townships of Middletown and Roxbury. Ulster: Entire county (including Wallkill and Shawangunk Prisons in Town of Shawangunk) EXCEPT for remainder of Town of Shawangunk, and Towns of Plattekill, Marlboro, and Wawarsing. WAGES (per hour) DISTRICT 8 J ,& ... 07/01/2010 Plumber & Steamfitter SUPPLEMENTAL BENEFITS Per hour: $41.87 C{ 'I .. Journeyman: $ 23.51 per hour paid + 2.29 per hour worked** I ,I . **Not Subject to Overtime J .. OVERTIME PAY See (B, *E, Q, V) on OVERTIME PAGE * Note: Time & 1/2 for 1st. 8 on Sat.- all additional hours double time. l .. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,8, 16,25) on HOLIDAY PAGE REGISTERED APPRENTICES (1 )year terms at the following rates. 1 st year. 2nd year. 3rd year. 4th year. 5th year. J $ 15.68 21.85 25.40 30.69 35.52 .. ... Page 58 ,:$ .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Supplemental Benefits per hour: Apprentices " 1st yr. Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County ... .. 5th yr. $ 10.42 per hour paid + 0.98 per hour worked 13013 per hour paid + 1.10 per hour worked 14.60 per hour paid + 1.35 per hour worked 16.68 per hour paid + 1.98 per hour worked 18.30 per hour paid + 1.98 per hour worked 2nd yr. .. 3rd yr. 4th yr. 8-21.2-SF .. Plumber - HVAC / Service 07/01/2010 JOB DESCRIPTION Plumber - HVAC / Service ENTIRE COUNTIES Dutchess, Putnam, Westchester PARTIAL COUNTIES .. Delaware: Only the townships of Middletown and Roxbury Ulster: Entire County(including Wallkill and Shawangunk Prisons) except for remainder of Town of Shawangunk and Towns of Plattekill, Marlboro, and Wawarsing. DISTRICT 8 .. WAGES .. Per hour: 07/01/2010 HVAC Service $ 34.78 $ 32.60 .. Jobbing & Alteration* *Repairs, replacements and alteration work is any repair or replacement of a present plumbing system that does not change existing .. roughing or water supply lines. .. SUPPLEMENTAL BENEFITS Per hour worked: Journeyman HVAC Service $ 13.80 per hour paid + 2.29 per hour worked .. Journeyman Jobbing Alterations $ 14.85 per hour paid .. + .83 per hour worked III OVERTIME PAY See (B, *E, Q, V) on OVERTIME PAGE Note: Time and one half for the first eight hours on Saturdays. Additional hours on Saturday to be paid at double time. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5. 6, 8, 16,25) on HOLIDAY PAGE REGISTERED APPRENTICES HVAC SERVICE .. .. REGISTERED APPRENTICES (1 )year terms at the following wages. . 1 st yr. $ 16.60 2nd yr. $ 19.18 3rd yr. $ 24.09 4th yr. $ 29.32 5th yr. 31.31 Supplemental Benefits per hour worked: III Apprentices Page 59 ill Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 1 st term Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County J 2nd term $ 13.67 per hour paid plus 0.83 per hour worked $ 13.87 per hour paid plus 0.83 per hour worked $ 14.17 per hour paid plus 0.83 per hour worked $ 14.47 per hour paid plus 0.83 per hour worked $ 14.67 per hour paid plus 0.83 per hour worked ''ii, J 3rd term .J 4th term 5th term J JOBBING & ALTERATIONS :* ... REGISTERED APPRENTICES (1 )year terms at the following wages. 1 st yr. $ 13.14 2nd yr. $ 17.48 3rd yr. $ 20.88 4th yr. $ 24.11 5th yr. 27.92 J Supplemental Benefits per hour worked: J Apprentices 1 st term 2nd term $ 8.16 per hour paid plus 0.43 per hour worked $ 10.66 per hour paid plus 0.79 per hour worked $ 11.76 per hour paid plus 0.89 per hour worked $ 14.20 per hour paid plus 1.25 per hour worked $ 15.19 per hour paid plus 1.60 per hour worked ! .. 3rd term 4th term .~ .Ii 5th term J{ ".i .II .. NOTE: This listing is the combined, updated information for 21.1-SF/Re/AC and 21.2-SF/Re/AC, as of 8/1/09. 8-21.1 &2-SF/Re/AC ..~ III Roofer 07/01/2010 JOB DESCRIPTION Roofer DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, New York, Orange, Putnam, Queens, Richmond, Rockland, Sullivan, Ulster, Westchester WAGES Per Hour: 07/01/2010 ;\ .. .1 ... RooferlWaterproofer $ 36.25 +Additional $ 1.50" J "Increase to be allocated at a later date ,t III SUPPLEMENTAL BENEFITS Journeyworker $ 27.12 .i OVERTIME PAY See (B, H) on OVERTIME PAGE HOLIDAY J Page 60 iii .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6, 13,25) on HOLIDAY PAGE REGISTERED APPRENTICES ( 1 ) year terms at the following percentage of Journeyworkers hourly wage. 1 st 2nd 3rd 4th 35% 50% 60% 75% Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County . . Supplemental Benefits: Per hour paid at the following term percentage of Journeyworkers. .. Apprentice: 1st $3.87 2nd $13.86 3rd $16.50 4th $20.50 9-8R . Sheetmetal Worker 07/01/2010 .. JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester WAGES DISTRICT 8 SheetMetal Worker 07/01/2010 $ 40.42 . . SUPPLEMENTAL BENEFITS Journeyman $ 29.64 - OVERTIME PAY OVERTIME:.. See ( B, E, Q, ) on OVERTIME PAGE. -Note: For Sundays or HOlidays worked, HOURLY WAGE is double the total of the hourly wage plus the hourly benefit paid all in wages. (Benefits are included in the wages). .. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,8, 13, 16,23) on HOLIDAY PAGE REGISTERED APPRENTICES 1 st 2nd 3rd 4th 5th 6th $14.79 $16.76 $ 18.67 $ 20.58 $ 22.39 $ 24.29 7th $ 26.19 8th $ 28.53 . .. Supplemental Benefits per hour: .. Apprentices 1 st term 2nd term 3rd term 4th term 5th term 6th term 7th term 8th term $ 13.27 14.81 16.40 17.98 19.67 21.27 22.87 24.03 8-38 . . Sprinkler Fitter 07/0112010 .. JOB DESCRIPTION Sprinkler Fitter ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester WAGES Per hour DISTRICT 1 . 07/01/2010 .. Sprinkler Fitter $ 39.40 Page 61 . Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County II SUPPLEMENTAL BENEFITS Per hour worked .Ii Journeyman $ 18.85 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE Note: When a holiday falls on Sunday, the following Monday shall be considered a holiday and all work performed on either day shall be at the double time rate. When a holiday falls on Saturday, the preceding Friday shall be considered a holiday and all work performed on either day shall be at the double time rate. REGISTERED APPRENTICES Wages per hour ~ III ..1 .. One Half Year terms at the following percentage of Journeyman's wage J 1st 50% 2nd 50% 3rd 55% 4th 60% 5th 65% 6th 70% 7th 75% 8th 80% 9th 85% 10th 90% Supplemental Benefits per hour worked ,~ .. 07/01/2010 1 st & 2nd terms 3rd & 4th terms All others $ 8.41 $ 13.35 $ 18.85 j lIIlIl 1-669.2 " ;~ .. Survey Crew Consulting 07/01/2010 JOB DESCRIPTION Survey Crew Consulting DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Dutchess: Only the portion south of the north city line in Poughkeepsie. WAGES Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer agreement. Categories cover GPS & underground surveying. J .J .~ .i WAGES: (per hour) 07/01/2010 .~ ;~ .. Survey Rates: Party Chief..... Instrument Man.. Rodman.......... SUPPLEMENTAL BENEFITS Per Hour $ 33.70 $ 28.38 $ 25.02 ::i'~ J 07/01/2010 ~l ..i All Crew Members: $ 11.70 OVERTIME PAY OVERTIME:.... See ( B, E*, Q, V) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: Overtime: ;<% .. See (5,6,7,11, 16) on HOLIDAY PAGE See (5,6,7, 11, 16) on HOLIDAY PAGE ~t .. 9-15dconsult Teamster - Building / Heavv&Highway JOB DESCRIPTION Teamster - Building / Heavy&Highway 07/01/2010 iii DISTRICT 8 Page 62 'J .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County .. ENTIRE COUNTIES .. Dutchess, Orange, Rockland, Sullivan, Ulster WAGES GROUP 1: LeTourneau Tractors, Double Barrel Euclids, Athney Wagons and similar equipment (except when hooked to scrapers), Low Beds, I-Beam and Pole Trailers, Tire Trucks and Tractor and Trailers with 5 axles and over, Articulated Back Dumps and Road Oil .. Distributors. GROUP 1A: Drivers on detachable Gooseneck Low Bed Trailers rated over 35 tons. .. GROUP 2: All equipment 25 yards and up to and including 30 yard bodies and cable Dump Trailers and Powder and Dynamite Trucks. GROUP 3: All Equipment up to and including 24-yard bodies, Mixer Trucks, Dump Crete Trucks and similar types of equipment, Fuel Trucks and Batch Trucks and all other Tractor Trailers. .. GROUP 4: Tri-Axles, Ten Wheelers, Grease Trucks, Tillerman, Pattern Trucks, Intinuator Trucks. GROUP 5: Straight Trucks. .. GROUP 6: Pick-up Trucks for hauling materials, parts, and Escort Man over-the-road. WAGES: (per hour) .. 07/01/2010 .. GROUP 1 GROUP1A GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 $ 29.70 30.84 29.14 28.92 28.81 28.69 28.69 - NOTE: additional 20% premium above the hourly wage for hazardous and toxic waste removal. This applies to all groups. .. Shift Work: A shift premium of 10% on 2ND Shift and 15% on 3RD Shift will be paid for off-shift or irregular shift work when mandated by the NYS DOT or other governmental agency contracts. SUPPLEMENTAL BENEFITS Per hour paid: First 40 hours Over 40 hours $ 23.95 18.65 .. .. OVERTIME PAY OVERTIME:... See ( B, E, P,T*,U**) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:...... See ( 5, 6, 13, 15,25) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 13, 15,25) on HOLIDAY PAGE. NOTE: Holidays worked Monday to Friday receive straight time wage for working, plus Holiday Pay. *Holidays worked on Saturday, code T applies. **Holidays worked on Sunday, code U applies. 8-445B/HH .. .. Teamster - Delivery - Building / Heavv&Highwav 07/01/2010 .. JOB DESCRIPTION Teamster - Delivery - Building 1 Heavy&Highway ENTIRE COUNTIES Dutchess, Orange, Rockland, Sullivan, Ulster WAGES GROUP 1: Drivers on all equipment over the road hauling over 34 yards. DISTRICT 8 .. GROUP 1A: Drivers on all equipment over 40 tons. .. GROUP 2: LeTourneau Tractors, Double Barrel Euclids, Athney Wagons and similar equipment (except when hooked to scrapers), Low Beds, I-Beam and Pole Trailers, Tire Trucks and Tractor and Trailers with 5 axles and over, articulated end dumps and road oil distributors. .. GROUP 3: All Equipment up to and including 24-yard bodies, Mixer Trucks, Dump Crete Trucks and similar types of equipment, Fuel Trucks, Grease Trucks, Batch Trucks and all other Tractor Trailers. Dynamite & Power and Tire Trucks. Page 63 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Published by the New York State Department of Labor PRC Number 2010005881 Dutchess County ~ ... GROUP 4: Drivers on Ten Wheelers, Tillerman. ~ ..i GROUP 5: Drivers on Straight and Pick-Up Trucks. GROUP 6: Helper on Road Oil Distribution when operated by two employees. , 'i .. WAGES: (per hour) 07/01/2010 :j ~ .a GROUP 1 GROUP1A GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 $ 25.16 24.66 24.16 24.01 23.91 24.81 23.71 ...~ .. .~ .. NOTE: additional 20% premium above the hourly wage for hazardous and toxic waste removal. This applies to all groups. Shift Work: A shift premium of 10% on 2ND shift and 15% on 3RD shift will be paid for off-shift or irregular shift work when mandated by the NYS DOT or other governmental agency contracts. SUPPLEMENTAL BENEFITS Per hour paid: First 40 hours Over 40 hours ~ .. $ 18.95 14.80 /1 $; };. . OVERTIME PAY OVERTIME:... See ( B, E, P,R,S",T*") on OVERTIME PAGE. Shift Work: A shift premium of 10% on 2ND shift and 15% on 3RD shift will be paid for off-shift or irregular shift work when mandated by the NYS DOT or other governmental agency contracts. HOLIDAY HOLIDAY: Paid:...... See (5,12,13,15,16,20,22,25) on HOLIDAY PAGE. Overtime:.. See (5,12,13,15,16,20,22,25) on HOLIDAY PAGE. NOTE: Holidays worked Monday to Friday receive straight time wage for working, plus Holiday Pay. "Holidays worked on Saturday, code S applies. ""Holidays worked on Sunday, code T applies. j .. ;j Iii 8-445sB/HH Welder 07/01/2010 J JOB DESCRIPTION Welder DISTRICT 1 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates PARTIAL COUNTIES Essex: Lake Champlain Bridge Replacement ONL Y- Applies only to the Town of Crown Point, Essex County, New York, and Chimney Point, in the town of Addison, Addison County, Vermont within a five (5) mile radius of the replacement bridge location. WAGES Per hour 07/01/2010 ~ .i I!l< ..I ;~ .. Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY HOLIDAY i " ..:}\ . 1-As Per Trade '} .i iii Page 64 .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York State Department of Labor PRC Number 2010005881 Overtime Codes .. Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. .. .. (A) (AA) (B ) ( B1 ) .. .. (B2 ) (C ) ( C1 ) (D ) ( D1 ) .. Time and one half of the hourly rate after 7 hours per day Time and one half of the hourly rate after 7 and one half hours per day Time and one half of the hourly rate after 8 hours per day Time and one half of the hourly rate for the 9th & 10th hours week days and the 1 st 8 hours on Saturday. Double the hourly rate for all additional hours Time and one half of the hourly rate after 40 hours per week Double the hourly rate after 7 hours per day Double the hourly rate after 7 and one half hours per day Double the hourly rate after 8 hours per day Double the hourly rate after 9 hours per day .. (E ) Time and one half of the hourly rate on Saturday ( E1 ) (E3 ) .. Time and one half 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours Between November 1 st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week . ( E2 ) Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather ( E4 ) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather .. (F ) (G ) (H ) (I ) (J ) (K ) (L ) (M ) (N ) (0 ) (P ) (Q ) (R ) (S ) .. .. .. .. .. .. Time and one half of the hourly rate on Saturday and Sunday Time and one half of the hourly rate on Saturday and Holidays Time and one half of the hourly rate on Saturday, Sunday, and Holidays Time and one half of the hourly rate on Sunday Time and one half of the hourly rate on Sunday and Holidays Time and one half of the hourly rate on Holidays Double the hourly rate on Saturday Double the hourly rate on Saturday and Sunday Double the hourly rate on Saturday and Holidays Double the hourly rate on Saturday, Sunday, and Holidays Double the hourly rate on Sunday Double the hourly rate on Sunday and Holidays Double the hourly rate on Holidays Two and one half times the hourly rate for Holidays, if worked ( S1 ) Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the hourly rate all additional hours. .. (T ) .. Triple the hourly rate for Holidays, if worked Page 65 Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 01 2010 Published by the New York Stale Department of Labor PRe Number 2010005881 ~ .. (U ) (V ) (W ) Four times the hourly rate for Holidays, if worked Including benefits at SAME PREMIUM as shown for overtime .~ .. Time and one half for benefits on all overtime hours. <~: iii NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted :ji .I :j .. J J "?~; .. 1 .. J .J :~ .. ! .i ~ ... t .. :~ .. .J Page 66 :;, ~ .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Jul 012010 Published by the New York State Department of Labor PRe Number 2010005881 . Holiday Codes PAID Holidays: Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is reguired for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Following is an explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. .. .. . .. ( 1 ) (2 ) ( 3 ) ( 4 ) (5 ) ( 6 ) (7 ) (8 ) ( 9 ) .. - - None Labor Day Memorial Day and Labor Day Memorial Day and July 4th Memorial Day, July 4th, and Labor Day New Year's, Thanksgiving, and Christmas Lincoln's Birthday, Washington's Birthday, and Veterans Day Good Friday Lincoln's Birthday ( 10 ) Washington's Birthday ( 11 ) Columbus Day ( 12 ) Election Day .. .. ( 13 ) ( 14 ) ( 15 ) .. Presidential Election Day 1/2 Day on Presidential Election Day Veterans Day .. ( 17) ( 16) Day after Thanksgiving July 4th ( 18) 1/2 Day before Christmas .. ( 19 ) (20 ) 1/2 Day before New Years Thanksgiving .. (22 ) (21 ) New Year's Day Christmas ( 23 ) Day before Christmas .. (24 ) (25 ) (26 ) .. .. .. Day before New Year's Presidents' Day Martin Luther King, Jr. Day Page 67 iii T, ',". j .. .. J J .~ II j,,,,t .. :i~; ;'i}~1 Ii '"I . ): iii ';$ .. j .. J 1 .. J J :l ;t .i .J ;~ .. i .. J .. BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 .. .. REQUEST FOR WAGE AND SUPPLEMENT INFORMATION: REQUIRED BY ARTICLES 8 AND 9 OF THE LABOR LAW Fax (518) 485-1870 or mail this form for new schedules or for determination for additional occupations. THIS FORM MUST BE TYPED .. SUBMITTED BY: (CHECK ONE) o CONTRACTING AGENCY o ARCHITECT OR ENGINEERING FIRM o PUBLIC WORK DISTRICT OFFICE I DATE: A. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pertaining to Contracting Agency) .. 1. Name and complete address (0 check if new or change) : 2. NY State Units (see Item 5) 007 OTHER N.Y. STATE UNIT o 01 DOT o 08 City o 02 OGS o 09 Local School District o 03 Dormitory Authority 010 Special Local District, Le., o 04 State University Fire, Sewer, Water District o 11 Village Construction Fund o 12 Town 005 SUNY/Colleges o 13 County Telephone: ( ) Fax: ( ) o 06 Mental Hygiene o 14 Other Non-N.Y. State E-Mail: Facilities Corp. (Describe) 3. SEND REPLY TO I 0 check if new or change) 4. SERVICE REQUIRED. Check appropriate box and provide project Name and complete address: information. o New Schedule of Wages and Supplements. I APPROXIMATE BID DATE: I o Additional Occupation and/or Redetermination Telephone: ( Fax:( PRC NUMBER ISSUED PREVIOUSLY FOR I I OFFICE USE ONLY I ) ) THIS PROJECT: E-Mail: B. PROJECT PARTICULARS 5. Project Title 6. Location of Project: Location on Site Description of Work Route No/Street Address Village or City Contract Identification Number Town Note: For NYS units, the OSC Contract No. County 7. Nature of Project - Check One: 8. OCCUPATION FOR PROJECT: 0 1. New Building 0 Construction (Building, Heavy 0 Guards, Watchmen 0 2. Addition to Existing Structure Highway/SewerlWater) 0 Janitors, Porters, Cleaners 0 3. Heavy and Highway Construction (New and Repair) 0 Tunnel 0 Moving furniture and 0 4. New Sewer or Waterline 0 Residential equipment 0 5. Other New Construction (Explain) 0 Landscape Maintenance 0 Trash and refuse removal 0 6. Other Reconstruction, Maintenance, Repair or Alteration 0 7. Demolition 0 Elevator maintenance 0 Window cleaners 0 8. Building Service Contract 0 Exterminators, Fumigators 0 Other (Describe) 9. Name and Title of Requester Signature . - . .. .. .. .. .. .. .. .. .. OFFICE USE ONLY ~ITlI llJJ .. PW-39 (03 - 07) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS .. #>> .. '~'f ~ III ... ~1 .. "1 .. J ~ .. f .. j t iii I .. . .. j 1 .. l J .. iii III II III . . . . NEW YORK STATE DEPARTMENT OF LABOR Bureau of Public Work - Debarment List .. LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT .. - Under Article 8 and Article 9 of the NYS Labor Law, a contractor, sub-contractor and/or its successor shall be debarred and ineligible to submit a bid on or be awarded any public work or public building seNice contract/sub-contract with the state, any municipal corporation or public body for a period of five (5) years from the date of debarment when: - . - · Two (2) final determinations have been rendered within any consecutive six-year (6) period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements · One (1) final determination involves falsification of payroll records or the kickback of wages and/or supplements .. lIIlIl .. NOTE: The agency issuing the determination and providing the information, is denoted under the heading 'Fiscal Officer', DOL = NYS Dept. of Labor; NYC = New York City Comptroller's Office; AG = NYS Attorney General's Office; DA = County District Attorney's Office. .. .. A list of those barred from bidding, or being awarded, any public work contract or subcontract with the State, under section 141-b of the Workers' Compensation Law, may be obtained at the following link, on the NYS DOL Website: . https://dbr.labor,state.nv.us/EDList/searchPaqe.do .. .. .. .~ .. J i'~ ..i ; J :f .. ~ '~i .. ,~t: :t II ~ .Ii ~ .. 1 cl III J t ... J J J ; :~ .l NYSDOL Bureau of Public Work Debarment List 06/25/2010 .. Article 8 .. DOL AG *****"1355 4-A GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL .....3983 A & D CONTRACTING CORP. 15 PINE AIRE DRIVE 08/01/2005 08/01/2010 BAY SHORE NY 11706 DOL DOL *****7478 A & T GENERAL 3 ALAN B SHEPARD PLACE 12/11/2006 12/11/2011 CONSTRUCTION INC. YONKERS NY 10705 DOL NYC A & T IRON WORKS INC 25 CLIFF STREET 06/15/2010 06/15/2015 NEW ROCHELLE NY 10801 DOL NYC ***** 5804 AAR CO ELECTRIC INC 5902 AVENUE N 03/20/2009 03/20/2014 BROOKLYN NY 11234 DOL DOL .....0635 ABOVE ALL PUMP REPAIR 360 KNICKERBOCKER 10/20/2008 10/20/2013 CORP AVENUE BATAVIA NY 11716 DOL NYC .....8758 ACC CONSTRUCTION CORP. 6 EAST 32ND ST - 7TH FL OS/25/2006 OS/25/2011 NEW YORK NY 10016 DOL NYC .....5022 ACE DRYWALL SYSTEMS INC. 194 ASHLAND PLACE 03/06/2008 03/06/2013 BROOKLYN NY 11217 DOL AG .....8219 ACTIVE CABLING INC C/O FRANK DECAPITE 1 0/02/2008 10/01/2013 7 SYCAMORE ROAD DRWOODBURY NY 11797 DOl DOL .....3012 ADAM DECKMAN DECKMAN 154 POND VIEW PARKWAY 04/16/2007 04/16/2012 PAINTING ROCHESTER NY 14612 DOL DOL **""**5116 ALJAA CONSTRUCTION 3755 SENECA STREET 12/14/2005 12/14/2010 CORPORATION WEST SENECA NY 14403 DOL DOl ALL TOWNS MECHANICAL BARRY 18 EAST SUNRISE HIGHWAY 01/21/2008 01/21/2013 MORRIS FREEPORT NY 11758 DOL DOL .....3101 ALLSTATE CONCRETE 635 MIDLAND AVENUE 07/09/2007 07/09/2012 CUTTING, INC. GARFIELD NJ 07026 DOL DOL .....8291 AMIR'S VISION INC 230 PRATT STREET 09/17/2008 09/17/2013 BUFFALO NY 14204 DOL AG ANASTASIA ANTHOUlIS AKA STACEY 131 47TH STREET 01/25/2007 01/25/2012 GOUZOS BROOKLYN NY 11232 DOL DOL *****0860 ANDREA STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL ANNE M DIPIZIO 217 STRASMER ROAD 12/14/2005 12/14/2010 DEPEW NY 14043 DOL AG ANTHONY BRANCA 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL DOL ANTHONY POSELLA 30 GLEN HOLLOW 10/19/2009 10/19/2014 ROCHESTER NY 14622 DOL DOL ANTHONY T RINALDI C/O CRAIN CONSTRUCTION 1 0/02/2008 10/02/2013 CO KINDERHAMACK RDKACKENSACK NY 07061 DOL DOL ANTHONY TAORMINA 215 MCCORMICK DRIVE OS/20/2009 OS/20/2014 BOHEMIA NY 11716 DOL AG .....7327 ANTHOS CONTRACTING 131 47TH STREET 01/25/2007 01/25/2012 CORP BROOKLYN NY 11232 DOL DOL *****2725 ARAGONA CONSTRUCTION 5755 NEWHOUSE ROAD 10/10/2007 10/10/2012 CORP EAST AMHERST NY 14051 DOL DOL .....8688 ARC MECHANICAL CORP 215 MCCORMICK DRIVE OS/20/2009 OS/20/2014 BOHEMIA NY 11716 DOL DOL .....8482 ARGO CONTRACTING CORP 5752 WEST WEBB ROAD OS/21/2008 OS/21/2013 YOUNGSTOWN OH 44515 DOl NYC .....5804 ARIE BAR C/O AAR CO 5902 AVENUE N 03/20/2009 03/20/2014 ELECTRIC INC BROOKLYN NY 11234 DOL DOL ARTHUR C OSUORAH PO BOX 1295 02/15/2008 02/15/2013 BUFFALO NY 14215 DOL DOL .....8027 ARTHUR DESIGN ENGINEERS PO BOX 1295 02/15/2008 02/15/2013 & ASSOCIATES BUFFALO NY 14215 DOL DOL .....2993 AST DRYWALL & ACOUSTICS 46 JOHN STREET - STE 711 12/16/2008 12/16/2013 INC NEW YORK NY 10038 DOL DA .....5761 AZTEC PLUMBING & HEATING 153 BAYWOODS LANE 03/19/2007 03/19/2012 CORP BAY SHORE NY 11706 DOL DOL .....7828 BALLAGH GENERAL 250 KNEELAND AVENUE 07/09/2007 07/09/2012 CONTRACTING INC YONKERS NY 10705 DOL NYC BASIL ROMEO 243-03 137TH AVENUE 03/25/2010 03/25/2015 ROSE DALE NY 11422 DOL DOL BEATRICE ORTEGA 764 BRADY AVE - APT 631 OS/21/2008 OS/21/2013 BRONX NY 10462 DOL DOL BENNY VIGLIOTTI C/O LUVIN CONSTRUCTION 03/15/2010 03/15/2015 CO POBOX 357CARLE PLACE NY 11514 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. Page 1 of 9 NYSDOl Bureau of Public Work Debarment list 06/25/2010 . Article 8 DOL DOL BERNADETTE GORMALL Y 250 KNEELAND AVENUE 07/09/2007 07/09/2012 YONKERS NY 10705 DOL NYC BERNARD COHNEN 193 HARWOOD PLACE 05/14/2008 05/14/2013 PARAMUS NJ 07652 DOL DOL .....5455 BEST OF FRIENDS OF 425 HAMIL TON STREET 01/24/2006 01/24/2011 SCHENECTADY CONSTR CO SCHENECTADY NY 12305 DOL DOL .....9890 BETTY JOE FRAZIER NOBLE 23960 WHITE ROAD 02/14/2008 02/14/2013 CONSTRUCTI WATERTOWN NY 13601 ON GROUP DOL DOL BIAGGIO CANTISANI 200 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL *****0818 BLASTEC INC MILLER 121 LINCOLN AVENUE 02/21/2008 02/21/2013 SANDBLASTIN ROCHESTER NY 14611 G & PAINTING DOL DOL .....8501 BLOCKHEAD CONCRETE & POBOX 71 09/03/2008 09/03/2013 PAVING INC CHEEKTOWAGA NY 14225 DOL DOL BRIAN HOXIE 2219 VALLEY DRIVE 12/04/2009 12/04/2014 SYRACUSE NY 13207 DOL DOL .....4311 C & F SHEET METAL CORP 201 RICHARDS STREET 02/25/2009 02/24/2014 BROOKLYN NY 11231 DOL DOL *****9286 CALI BROTHERS INC 1223 PARK STREET 09/12/2007 09/12/2012 PEEKS KILL NY 10566 DOL DOL CANTISANI & ASSOCIATES 220 FERRIS AVENUE 12/04/2009 12/04/2014 LTO WHITE PLAINS NY 10603 DOL NYC *****4437 CAPPRY CONTRACTING 1081 CONEY ISLAND AVENUE 02/09/2006 02/09/2011 MGMT. CORP BROOKLYN NY 11230 DOL DOL CARMODY CONCRETE CORP 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY ENTERPRISES L TO 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY MASONRY CORP 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY"2" INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL .....9721 CATENARY CONSTRUCTION 112 HUDSON AVENUE 02/14/2006 10/20/2014 CORP ROCHESTER NY 14605 DOL DOL CHARLES MARANGOUDAKIS 25 WOODHILL LANE 08/16/2005 08/16/2010 MAN HASSEST NY 11030 DOL DOL CHARLES MURDOUGH 203 KELLY DRIVE 03/26/2008 03/26/2013 EAST AURORA NY 14052 DOL DOL .....1416 CHEROMINO CONTROL 61 WILLET ST - SUITE 14 12/03/2009 12/03/2014 GROUP LLC PASSAIC NJ 07055 DOL DOL CHESTER A BEDELL 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL CHRISTOPHER NICHOLSON 91 NEWMAN PLACE 1 0/19/2006 10/19/2011 BUFFALO NY 14210 DOL DOL CITY GENERAL BUILDERS INC 131 MELROSE STREET 03/02/2010 03/02/2015 BROOKLYN NY 11206 DOL DOL *****7086 CITY GENERAL IRON WORKS 131 MELROSE STREET 03/02/2010 03/02/2015 INC BROOKLYN NY 11206 DOL DOL .....5329 CNY MECHANICAL POBOX 250 11/06/2008 11/06/2013 ASSOCIATES INC EAST SYRACUSE NY 13057 DOL DOL .....6866 COMMERCIAL SYSTEM 91 NEWMAN PLACE 1 0/19/2006 10/19/2011 CONSTRUCTION BUFFALO NY 14210 DOL DOL 'It**** 5 7 40 CORTLAND GLASS COMPANY 336 TOMPKINS STREET 02/02/2010 02/02/2015 INC CORTLAND NY 13045 DOL DOL .....7794 CRAIN CONSTRUCTION ONE KINDERHAMACK ROAD 1 0/02/2008 10/02/2013 COMPANY INC HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF ONE KINDERHAMACK ROAD 10/02/2008 10/02/2013 NEW JERSEY HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF C/O CRAIN CONSTRUCTION 10/02/2008 10/02/2013 NEW YORK INC CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL CRAIN CONTRACTING ONE KINDERHAMACK ROAD 10/02/2008 10/02/2013 COMPANY HACKENSACK NJ 07061 DOL NYC .....8777 CROSSLAND ELECTRICAL 846 EAST 52ND STREET 12/19/2008 12/29/2013 SYSTEMS INC BROOKL YN NY 11203 DOL DOL .....0115 CROW AND SUTTON 949 GROVESIDE ROAD 08/27/2008 08/27/2013 ASSOCIATES INC BUSKIRK NY 12028 DOL DOL *****4266 CRYSTAL INTERIOR 922 CRESCENT STREET OS/21/2008 OS/21/2013 CONTRACTING INC BROOKLYN NY 11208 DOL DOL .....1804 CUSTOM GARDEN 283 NORTH MIDDLETOWN 09/28/2009 09/28/2014 LANDSCAPING INC ROAD PEARL RIVER NY 10965 J 1 .. .i . ~j: iii :1 '\ .. J J ~ .. I .. J ~ ~ ;'j l tIil ; J lIIii \ .I IIIIi iii Page 2 of 9 III .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. IiIIa ill NYSDOL Bureau of Public Work Debarment List 06/25/2010 Article 8 DOL DOL *****6339 D J FLOORS INC 9276 VIA CIMATO DRIVE 08/29/2007 08/29/2012 CLARENCE CENTER NY 14032 DOL DOL D JAMES SUTTON 949 GROVESIDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 DOL DOL DARIN ANDERSON 134-25 166 PLACE #5E 08/07/2008 08/07/2013 JAMAICA NY 11434 DOL DOL DARREN MA YDWELL 115 LEWIS STREET 05/12/2009 05/12/2014 YONKERS NY 10703 DOL DOL DEANNA J REED 5900 MUD MILL RD-BOX 949 09/02/2008 09/02/2013 BREWERTON NY 13029 DOL DOL *****3012 DECKMAN PAINTING 154 POND VIEW PARKWAY 04/16/2007 04/16/2012 ROCHESTER NY 14612 DOL DOL *****2311 DEL CON CONSTRUCTION 220 WHITE PLAINS ROAD 08/27/2009 08/27/2014 CORP TARRYTOWN NY 10591 DOL DOL .....6971 DELPHI PAINTING AND 1445 COMMERCE AVENUE 10/09/2007 1 0/09/2012 DECORATING INC BRONX NY 10461 DOL DOL DESMOND CHARLES 922 CRESCENT STREET OS/21/2008 OS/21/2013 BROOKLYN NY 11208 DOL DOL .....71 57 DG PIPELINE INC 312 HALSEYVILLE ROAD 09/06/2006 09/06/2011 ITHACA NY 14850 DOL DOL .....3218 DIAMOND "D" CONSTRUCTION 5270 TRANSIT ROAD 12/14/2005 12/14/2010 CORP DEPEW NY 14043 DOL DOL DIMITEIUS KASSIMIS 152-65 11TH AVENUE OS/22/2008 OS/22/2013 WHITESTONE NY 11357 DOL DOL .....3364 DJH MECHANICAL 155 KINGSBRIDGE ROAD 02/01/2006 02/01/2011 ASSOCIATES L TD EAST MOUNT VERNON NY 10552 DOL DOL .....5881 DON ADAMS ROOFING INC 472 COMMERCE STREET 12/07/2005 12/07/2010 HAWTHORNE NY 10532 DOL DOL DONALD NOWAK 10 GABY LANE 10/15/2009 10/15/2014 CHEEKTOWAGA NY 14227 DOL DOL DONALD SCHWENDLER 9276 VIA CIMATO DRIVE 08/29/2007 08/29/2012 CLARENCE CENTER NY 14032 DOL DOL .....6148 DOT CONSTRUCTION OF NY 765 BRADY AVE - APT 631 OS/21/2008 OS/21/2013 INC BRONX NY 10462 DOL DOL DOUGLAS MCEWEN 121 LINCOLN AVENUE 02/21 /2008 02/21/2013 ROCHESTER NY 14611 DOL DOL DOUGLAS S GRIFFEN 312 HALSEYVILLE ROAD 09/06/2006 09/06/2011 ITHACA NY 14850 DOL DOL DRAGOLJUB RADOJEVIC 61 WILLET ST 12/03/2009 12/03/2014 - SUITE 14 PASSAIC NJ 07055 DOL DOL EDWARD SUBEH 1 CHELSEA COURT 10/06/2008 10/06/2013 ATLANTIC CITY NJ 08401 DOL DOL .....3554 ELITE BUILDING 34-08 PARKWAY DRIVE 07/01/2008 07/21/2013 ENTERPRISES INC BALDWIN NY 11510 DOL AG .....3233 EMEIS & EMEIS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTING CORP BROOKLYN NY 11232 DOL DOL *****0780 EMES HEATING & PLUMBING 5 EMES LANE 01/20/2002 01/20/3002 CONTR MONSEY NY 10952 DOL DOL ERROL L ALLEN 134-25 166 PLACE #5E 08/07/2008 08/07/2013 JAMAICA NY 11434 DOL DOL ESCO INSTALLERS LLC 1 CHELSEA COURT 1 0/06/2008 10/06/2013 ATLANTIC CITY NJ 08401 DOL DOL .....0329 FAULKS PLUMBING HEATING 3 UPTON STREET 06/10/2008 06/10/2013 & AIR CONDITIONING INC HILTON NY 14468 DOL DOL FERNANDO GOMEZ 201 RICHARDS STREET 02/25/2009 02/25/2014 BROOKLYN NY 11231 DOL DOL .....0768 FISHER CONCRETE INC 741 WELSH ROAD 04/08/2009 04/08/2014 JAVA CENTER NY 14082 DOL NYC u***2505 FLORENCE XVI CENTURY 120 GLEN HEAD ROAD 08/03/2005 08/03/2010 MARBLE INC GLEN HEAD NY 11545 DOL DOL .....7975 FORD CONSTRUCTION INC 18-18 26TH STREET 07/18/2005 07/18/2010 ASTORIA NY 11102 DOL DOL FORD MASONRY 18-18 26TH STREET 07/18/2005 07/18/2010 ASTORIA NY 11102 DOL DOL .....0115 FOXCROFT NURSERIES INC 949 GROVESIDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 DOL DOL FRANCIS (FRANK) OSCIER 3677 SENECA STREET 09/03/2008 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK (FRANCIS) OSCIER 3677 SENECA STREET 09/03/2008 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK BAKER 24 EDNA DRIVE 05/14/2008 05/14/2013 SYOSSET NY 11791 DOL DOL FRANK J MERCANDO C/O 134 MURRAY AVENUE 11/22/2008 11/22/2013 MERCANDO YONKERS NY 10704 CONTRACTIN G CO INC Page 3of9 NYSDOL Bureau of Public Work Debarment List 06/25/2010 l .. Article 8 DOL DOL FRANK J MER CAN DO 134 MURRAY AVENUE 12/11/2009 12/11/2014 YONKERS NY 10704 DOL DOL ***"'*0128 FRANK J TUCEK & SON INC 92 NORTH ROUTE 9W 01/29/2007 01/29/2012 CONGERS NY 10920 DOL DOL FRANK LOBENE JR 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 DOL DOL .....9202 G & M PAINTING 13915 VILLAGE LANE 02/05/2010 02/05/2015 ENTERPRISES INC RIVERVIEW MI48192 DOL DOL .....9832 G A FALCONE 253 COMMONWEALTH 08/07/2007 08/07/2012 CONSTRUCTION INC AVENUE BUFFALO NY 14216 DOL DOL .....7088 GBA CONTRACTING CORP 4015 21ST AVENUE 01/11/2008 01/11/2013 ASTORIA NY 11105 DOL NYC GELSOMINA TASSONE 25 CLIFF STREET 06/15/2010 06/15/2015 NEW ROCHELLE NY 10801 DOL AG GEORGE BEGAKIS 57-16 157TH STREET 10/04/2006 10/04/2011 FLUSHING NY 11355 DOL NYC GEORGE LUCEY 150 KINGS STREET 01/19/1998 01/19/2998 BROOKLYN NY 11231 DOL AG GERARD IPPOLITO 563 MUNCEY ROAD 07/14/2008 07/14/2013 WEST ISLlP NY 11795 DOL AG GERASIMO ANDRIANIS 22-1547TH STREET 08/03/2006 08/03/2011 ASTORIA NY 11105 DOL DOL GREG SURACI 364 BLEAKER ROAD 10/25/2007 10/25/2012 ROCHESTER NY 14609 DOL DOL GRIOGORIOS BELLOS 4015 21ST AVENUE 01/11/2008 01/11/2013 ASTORIA NY 11105 DOL DOL *****9985 GROUND LEVEL 10 GABY LANE 10/15/2009 10/15/2014 CONSTRUCTION CHEEKTOWAGA NY 14227 DOL DOL .....8904 HALLOCKS CONSTRUCTION POBOX 278 12/01/2008 12/01/2013 CORP YORKTOWN HEIGHTS NY 10598 DOL DOL HARALAMBOS KARAS 80-12 ASTORIA BOULEVARD 11/22/2008 10/22/2013 EAST ELMHURST NY 11370 DOL DOL *****0080 HI-AMP ELECTRICAL 265-12 HILLSIDE AVENUE 02/15/2008 02/15/2013 CONTRACTING CORP FLORAL PARK NY 11004 DOL DOL .....9893 HOXIE'S PAINTING CO INC 2219 VALLEY DRIVE 12/04/2009 12/04/2014 SYRACUSE NY 13207 DOL DOL .....6429 IDM ENTERPRISES INC 60 OUTWATER LANE 05/09/2009 05/09/2014 GARFIELD NJ 07026 DOL DOL *****6293 IMPRESSIVE CONCRETE 264A SUBURBAN AVENUE 12/18/2007 12/18/2012 CORP DEER PARK NY 11729 DOL DOL **"""*8898 IN-TECH CONSTRUCTION INC 8346 BREWERTON ROAD 07/06/2007 07/06/2012 CICERO NY 13039 DOL DOL .....7561 INDUS GENERAL 33-04 91 ST STREET 04/28/2010 04/28/2015 CONSTRUCTION JACKSON HEIGHTS NY 11372 DOL NYC .....7728 INTEGRITY CONSTRUCTION & 7615 MYRTLE AVENUE 02/15/2007 02/15/2012 CONSULTING SERVS GLENDALE NY 11385 DOL DOL *****0488 INTERWORKS SYSTEMS, INC. 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL ISRAEL MONTESI NOS 517 MILES SQUARE ROAD 02/15/2008 02/15/2013 YONKERS NY 10701 DOL DOL IVAN D MARKOVSKI 60 OUTWATER LANE 05/09/2009 05/09/2014 GARFIELD NJ 07026 DOL DOL IVAN TORRES 11 PLYMOUTH ROAD 02/15/2008 02/15/2013 DIX HILLS NY 11746 DOL DOL .....0579 J & I CONSTRUCTION CORP 110 FOURTH STREET 02/15/2008 02/15/2013 NEW ROCHELLE NY 10801 DOL DOL .....7357 J C MCCASHION 84 FREDERICK AVENUE 04/13/2006 04/13/2011 CONSTRUCTION INC ALBANY NY 12205 DOL DOL .....1 584 J M TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 1 0/21/2009 10/21/2014 SYRACUSE NY 13209 DOL AG .....1562 JANS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL JASON ASBURY 22562 SEA BASS DRIVE 10/10/2007 10/10/2012 BOCA RATON FL 33428 DOL DOL JAY MEYER 239 MARSH DRIVE 02/20/2007 02/20/2012 DEWITT NY 13214 DOL DOL JEANETTE CALlCCHIA 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL JEFFREY ARTIERI 107 STEVENS STREET 11/04/2009 11/04/2014 LOCKPORT NY 14094 DOL DOL JOHN B DUGAN 121 LINCOLN AVENUE 02/21/2008 02/21/2013 ROCHESTER NY 14611 DOL DA JOHN BIAS 153 BAYWOODS LANE 03/19/2007 03/19/2012 BAY SHORE NY 11706 J J Ii l~ .. J J ~ .. J j J J J .i j .. III q I lIIl ..~ 1 II ;k ~% III Page 4 of 9 iii . . - . . . .. - .. .. . . . .. .. . . . . NYSDOL Bureau of Public Work Debarment List 06/25/2010 Article 8 DOL DOL JOHN BUONADONNA 283 NORTH MIDDLETOWN 09/28/2009 09/28/2014 ROAD PEARL RIVER NY 10965 DOL NYC JOHN C MCCASHION 84 FREDERICK AVENUE 04/13/2006 04/13/2011 ALBANY NY 12205 DOL NYC JOHN MARl JR 278 ROBINSON AVENUE 04/06/2008 04/06/2013 NEW YORK NY 10312 DOL NYC JOHN O'SHEA 4350 BULLARD AVENUE 01/28/2008 01/28/2013 BRONX NY 10466 DOL DOL *****5970 JOHN PREVETE FRAMING JOHN 320 RIDGE ROAD 03/26/2008 03/26/2013 AND JOHN PREVETE PREVETE WEST MILFORD NJ 07480 FRAMING INC DOL DOL JOHN SAN SEVERE C/O CRAIN CONSTRUCTION 10/02/2008 10/02/2013 CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL JOSE DOS SANTOS JR 85-08 60TH AVENUE 11/21/2008 11/21/2013 ELMHURST NY 11373 DOL DOL JOSEPH CALlCCHIA 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL JOSEPH DIPIZIO 5270 TRANSIT ROAD 12/14/2005 12/14/2010 DEPEW NY 14043 DOL DOL JOSEPH MONETTE C/O JOHN MONETTE 1 0/21/2009 10/21/2014 140 ARMSTRONG AVENUESYRACUSE NY 13209 DOL DOL ***** 1763 JR RESTORATION & ROOFING 152-65 11TH AVENUE OS/22/2008 05/22/2013 INC WHITESTONE NY 11357 DOL DOL JULIUS AND GITA BEHREND 5 EMES LANE 11/20/2002 11/20/3002 MONSEY NY 10952 DOL DOL "'****9422 JUNKYARD CONSTRUCTION 2068 ANTHONY AVENUE 12/26/2007 12/26/2012 CORP. BRONX NY 10457 DOL DOL .....3810 K M MARTELL 57 CROSS ROAD 06/25/2007 06/25/2012 CONSTRUCTION, INC. MIDDLETOWN NY 10940 DOL DOL u**"'9993 K M R ENTERPRISES 10 STUFFLE STREET 12/20/2006 12/20/2011 CROPSEYVILLE NY 12052 DOL DOL K NELSON SACKOOR 16 JOY DRIVE 01/05/2010 01/05/2015 NEW HYDE PARK NY 11040 DOL DOL .....8648 K-STAR CONSTRUCTION 4248 161ST STREET 12/11/2006 12/11/2011 CORP FLUSHING NY 11358 DOL NYC KAZIMIERZ KONOP SKI 194 ASHLAND PLACE 03/06/2008 03/06/2013 BROOKLYN NY 11217 DOL AG KEFCAL CONSTRUCTION, INC. 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL NYC .....4923 KELLY'S SHEET METAL, INC. 1426 ATLANTIC AVENUE 12/28/2007 12/28/2012 BROOKLYN NY 11216 DOL DOL KEMPTON MCINTOSH 8531 AVENUE B 12/16/2008 12/16/2013 BROOKLYN NY 11236 DOL DOL KENNETH W. GRIFFIN 101 L1LL STREET 05/01/2006 05/01/2011 ROCHESTER NY 14621 DOL DOL KEVIN MARTELL 57 CROSS ROAD 06/25/2007 06/25/2012 MIDDLETOWN NY 10940 DOL AG .....3318 KOSMAR CONTRACTING 131 47TH STREET 01/25/2007 01/25/2012 CORP. BROOKLYN NY 11232 DOL DOL KRIS CLARKSON 2484 CATON ROAD 06/20/2007 06/20/2012 CORNING NY 14830 DOL NYC .....8816 LAKE CONSTRUCTION AND 150 KINGS STREET 08/19/1998 08/19/2998 DEVELOPMENT BROOKLYN NY 11231 CORPORATION DOL DOL *****9628 LANCET ARCH INC 112 HUDSON AVENUE 02/14/2006 10/19/2014 ROCHESTER NY 14605 DOL DOL LANCET SPECIALTY C/O CATENARY 10/19/2009 10/19/2014 CONTRACTING CORP CONSTRUCTION 112 HUDSON AVENUEROCHESTER NY 14605 DOL DOL LARRY FRANGOS 5752 WEST WEBB ROAD OS/21/2008 05/21/2013 YOUNGSTOWN OH 44515 DOL DOL .....7907 LEEMA EXCAVATING INC 140 ARMSTRONG AVENUE 1 0/21/2009 10/21/2014 SYRACUSE NY 13209 DOL DOL ***"'*0256 LIBERTY PAINTING COMPANY 183 LORFIELD DRIVE 1 2/08/2005 12/08/2010 INC SNYDER NY 14226 DOL AG *****5102 LIBERTY TREE SERVICE, INC. 563 MUNCEY ROAD 07/14/2008 07/14/2013 WEST ISLlP NY 11795 DOL DOL *****6651 LIGHTNING FAST LABOR 150 NORTH CHESTNUT 05/01/2006 05/01/2011 FORCE SERVICES, INC. STREET ROCHESTER NY 14604 DOL DOL .....4981 LOBENE PAINTING, INC. 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 Page 5 of 9 NYSDOL Bureau of Public Work Debarment List 06/25/2010 . Article 8 DOL AG .....4654 LOOK UNDER THE CARPET POBOX 686 12/15/2005 12/15/2010 SERVICES INC BUFFALO NY 14290 DOL DOL .....5953 LPD CONTRACTING INC 1205 MCBRIDE AVENUE 08/27/2007 08/27/2012 WEST PATTERSON NJ 07424 DOL DOL .....5171 LUVIN CONSTRUCTION CORP POBOX 357 03/15/2010 03/15/2015 CARLE PLACE NY 11514 DOL DOL .....9875 M & S STRIPING INC 73 INDUSTRIAL PARK BLVD 01/10/2007 01/10/2012 ELMIRA NY 14901 DOL DOL .....9688 M K PAINTING INC 4157 SEVENTH STREET 05/14/2007 05/14/2012 WYANDOTT MI48192 DOL AG MANNS CONTRACTING CORP 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL NYC MANUEL P TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 14444 DOL NYC MANUEL TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 11231 DOL DOL '*****4543 MARANGOS CONSTRUCTION 59-45 56TH AVENUE 08/16/2005 08/16/2010 CORP MASPETH NY 11378 DOL DOL MARK LINDSLEY 355 COUNTY ROUTE 8 08/08/2009 08/14/2014 FULTON NY 13069 DOL DOL MASONRY CONSTRUCTION 220 FERRIS AVENUE 12/04/2009 1 2/04/2014 INC WHITE PLAINS NY 10603 DOL DOL MASONRY INDUSTRIES INC 220 FERRIS AVENUE 12/04/2009 1 2/04/2014 WHITE PLAINS NY 10603 DOL DOL MATTHEW LOBENE 13 CHEVIOT LANE 10/18/2005 10/18/2010 ROCHESTER NY 14624 DOL AG .....9970 MAY CONSTRUCTION CO INC 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL NYC "****4132 MCCASHION BROTHERS 84 FREDERICK AVENUE 04/13/2006 04/13/2011 HOLDING COMPANY LLC ALBANY NY 12205 DOL DOL MCS PAINTING LIME KILN COURT 01/25/2006 01/25/2011 CONTRACTORS, INC. STONY POINT NY 10980 DOL DOL .....4259 MERCANDO CONTRACTING 134 MURRAY AVENUE 12/11/2009 12/11/2014 COINC YONKERS NY 10704 DOL DOL .....0241 MERIT FENCE CO INC 130 OLD ROUTE 6 08/06/2003 02/02/2012 CARMEL NY 10512 DOL DOL MICHAEL L. KRIVITZA NORTHEAST 105 PINE STREET - APT 2 05/14/2007 05/14/2012 TECHNOLOGI EAST ROCHESTER NY 14445 ES DOL DOL MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL .....0860 MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL MICHAEL TAYLOR 66 RYBKA ROAD 03/02/2007 03/02/2012 STUYVESANT FALLS NY 12174 DOL DOL .....0818 MILLER SANDBLASTING AND 121 LINCOLN AVENUE 02/21/2008 02/21/2013 PAINTING ROCHESTER NY 14611 DOL DOL .....4435 MODERN TECH DESIGN & 9151 SOUTHWESTERN BLVD 01/19/2006 01/19/2011 SERVICES INC ANGOLA NY 14006 DOL NYC MOHAMMAD SELlM 73-12 35TH AVE - APT F63 03/04/2010 03/04/2015 JACKSON HEIGHTS NY 11372 DOL DOL MOHAMMED All ALVI 22-41 26TH STREET 07/18/2005 07/18/2010 APT. 2ASTORIA NY 11102 DOL DA MOHAMMED SALEEM 768 L YDIG AVENUE 08/18/2009 08/18/2014 BRONX NY 10462 DOL DOL .....6616 MUIR CONTRACTORS 75 ARGYLE AVE - SUITE 2B 08/18/2005 08/18/2010 ASSOCIATES INC UNION DALE NY 11553 DOL DOL *****2251 MURDOUGH DEVELOPMENT 203 KELLY DRIVE 03/26/2008 03/26/2013 CO., INC. EAST AURORA NY 14052 DOL DA .....9642 MUTUAL OF AMERICAL 768 LYDIG AVENUE 08/18/2009 08/18/2014 GENERAL CONSTRUCTION & BRONX NY 10462 MANAGEMENT CORP DOL DOL ***....9445 NASDA ENTERPRISES INC 134-25 166 PLACE #5E 08/07/2008 08/07/2013 JAMAICA NY 11434 DOL DOL "***2213 NEUSS CONSTRUCTION, INC. 1191 ROUTE 9W - SUITE #C6 09/06/2006 09/06/2011 MARLBORO NY 12542 DOL DOL NICK NITIS 3 ALAN B SHEPARD PLACE 12/11/2006 12/11/2011 YONKERS NY 10705 DOL DOL *****9890 NOBLE CONSTRUCTION 23960 WHITE ROAD 02/14/2008 02/14/2013 WATERTOWN NY 13601 DOL DOL .....7771 NORTHEAST TECHNOLOGIES 105 PINE STREET APT. 2 05/14/2007 05/14/2012 EAST ROCHESTER NY 14445 DOL DOL .****1833 NORTHEASTERN SUPREME 66 BENEDICT STREET 03/02/2007 03/02/2012 FLOOR CO.,INC CASTLETON NY 12033 DOL DOL .....7041 NYCOM SERVICES CORP 80-12 ASTORIA BOULEVARD 11/22/2008 11/22/2013 EAST ELMHURST NY 11370 .. . 'if .. .. .. .. III .. .. .))\ ..i ] III ... 1 .. .j dt . J ~ .Iii J .. Page 6 of 9 i .. .. .. .. .. . .. .. .. .. .. . .. .. .. . .. . ill ill NYSDOL Bureau of Public Work Debarment List 06/25/2010 Article 8 DOL DOL .....0797 o GLOBO CONSTRUCTION 85-06 60TH AVENUE 11/21/2008 11/21/2013 CORP ELMHURST NY 11373 DOL AG .....1641 OLYMPIA MECHANICAL 3624 12TH AVENUE 08/18/2005 08/18/2010 PIPING & HEATING, INC. BROOKLYN NY 11218 DOL DOL *****1803 OMNI CONTRACTING 3 ALAN B. SHEPARD PLACE 12/11/2006 12/11/2011 COMPANY, INC. YONKERS NY 10705 DOL NYC ***....6176 ORSOGRIL NEW YORK INC 25 CLIFF STREET 06/15/2010 06/15/2015 NEW ROCHELLE NY 10801 DOL NYC *****3855 OT & T INC 36-28 23RD STREET 01/15/2008 05/14/2013 LONG ISLAND CITY NY 11106 DOL NYC *****9833 PARADISE CONSTRUCTION 6814 8TH AVENUE 12/03/2007 12/03/2012 CORP BROOKLYN NY 11220 DOL DOL .....3039 PARAGON PLATE GLASS, INC. 210 FACTORY STREET 11/07/2006 11/07/2011 WATERTOWN NY 13601 DOL DOL PATRICK BURNS 19 E. CAYUGA STREET 05/15/2008 05/15/2013 OSWEGO NY 13126 DOL DOL PATRICK SHAUGHNESSY 88 REDWOOD DRIVE 05/16/2008 05/16/2013 ROCHESTER NY 14617 DOL DOL PEDRO RINCON 131 MELROSE STREET 03/02/2010 03/02/2015 BROOKLYN NY 11206 DOL DOL PERRY JACOBS 736 SHERMAN DRIVE 12/04/2005 12/04/2010 BOX 8015UTICA NY 13505 DOL AG PETER GOUZOS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL DOL PETER J LANDI 249 MAIN STREET 1 0/05/2009 10/05/2014 EASTCHESTER NY 10709 DOL DOL *****7229 PETER J LANDIINC 249 MAIN STREET 1 0/05/2009 10/05/2014 EASTCHESTER NY 10709 DOL DOL ***** 1136 PHOENIX ELECTRICIANS 540 BROADWAY 03/09/2010 03/09/2015 COMPANY INC POBOX 22222ALBANY NY 12201 DOL DOL **"'**5419 PINE VALLEY LANDSCAPE RR 1, BOX 285-B 08/27/2008 08/27/2013 CORP BUSKIRK NY 12028 DOL DOL PRECISION DEVELOPMENT 115 LEWIS STREET 05/12/2009 05/12/2014 CORP YONKERS NY 10703 DOL DOL .....9167 PRECISION SITE WORK, INC. 736 SHERMAN DRIVE 12/04/2005 12/04/201 0 BOX 8015UTICA NY 13505 DOL DOL .....9359 PRECISION STEEL ERECTORS POBOX 949 09/02/2008 09/02/2013 INC BREWERTON NY 13029 DOL DOL .....2326 PUTMAN CONSTRUCTION 29 PHYLLIS AVENUE 09/03/2008 09/03/2013 COMPANY OF WESTERN NY BUFFALO NY 14215 DOL DOL .....7438 R & H COMMERCIAL 102 WILLOW AVENUE 06/20/2007 06/20/2012 FLOORING, INC. WATKINS GLEN NY 14891 DOL DOL *****1596 R & T SUPREME SPORTS 66 RYBKA ROAD 03/02/2007 03/02/2012 FLOORING, LLC STUYVESANT FALLS NY 12174 DOL DA .....0358 R & W FACILITY CARE 485 ATLANTIC AVENUE 11/22/2005 11/22/2010 SYSTEMS INC BROOKLYN NY 11217 DOL DOL .....1629 R S CONSTRUCTION 571 MILES SQUARE ROAD 04/04/2007 04/04/2012 COMPANY LLC YONKERS NY 10701 DOL AG .....2626 RAINBOW RENOVATIONS. 35-44 CRESCENT STREET 08/03/2006 08/03/2011 INC. LONG ISLAND CITY NY 11106 DOL DOL .....7294 REDWOOD FLOORING, INC. 88 REDWOOD DRIVE 05/16/2008 05/16/2013 ROCHESTER NY 14617 DOL NYC .....6978 RISINGTECH INC 243-03137TH AVENUE 03/25/2010 03/25/2015 ROSEDALE NY 11422 DOL DOL ROB BYE BISSESAR 89-51 SPRINGFIELD BLVD 01/11/2003 01/11/3003 QUEENS VILLAGE NY 11427 DOL DOL ROBERT DIMARSICO 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL ROBERT O'HANLON 635 MIDLAND AVENUE 07/09/2007 07/09/2012 GARFIELD NJ 07026 DOL DOL ROBERT STEVENSON 571 MILES SQUARE ROAD 04/04/2007 04/04/2012 YONKERS NY 10701 DOL DOL .....1721 ROBERTS CONSTRUCTION OF 5 SANGER AVENUE 01/28/2009 01/28/2014 UPSTATE NEW YORK INC NEW HARTFORD NY 13413 DOL DOL .....3467 ROCKERS AND NOCKERS LLC 207 RIVERVIEW ROAD 10/23/2007 10/23/2012 REXFORD NY 12148 DOL DOL RONALD R SAVOY C/O CNY POBOX 250 11/06/2008 11/06/2013 MECHANICAL EAST SYRACUSE NY 13057 ASSOCIATES INC DOL DOL ROSARIO CARRUBBA 5755 NEWHOUSE ROAD 10/10/2007 10/10/2012 EAST AMHERST NY 14051 DOL DOL RUDOLPH NEUSS 8 FAR HORIZONS DRIVE 09/06/2006 09/06/2011 NEWBURGH NY 12550 DOL DOL RUSSELL TUPPER 8346 BREWERTON ROAD 07/06/2007 07/06/2012 CICERO NY 13039 Page 7 of 9 NYSDOL Bureau of Public Work Debarment List 06/25/2010 .. Article 8 DOL DOL RUTH H SUTTON 939 GROVES IDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 DOL DOL .....2585 S B WATERPROOFING INC SUITE #3R 11/04/2009 11/04/2014 2167 CONEY ISLAND AVENUEBROOKL YN NY 11223 DOL DOL **"'."'9066 SAMAR PAINTING & 137 E MAIN STREET 12/01/2008 12/01/2013 DECORATING INC ELMSFORD NY 10523 DOL NYC *****0987 SCHWARTZ ELECTRIC 89 WALKER STREET 01/04/2008 01/04/2013 CONTRACTORS INC NEW YORK NY 10013 DOL DOL .....6348 SEABURY ENTERPRISES LLC 22562 SEA BASS DRIVE 10/10/2007 10/10/2012 BOCA RATON FL 33428 DOL NYC .....4020 SERVI-TEK ELEVATOR CORP 2546 EAST TREMONT AVENUE 07/16/2009 07/16/2014 BRONX NY 10461 DOL NYC .....8252 SEVERN TRENT 16337 PARK ROW 06/12/2007 06/12/2012 ENVIRONMENTAL SERVICES HOUSTON TX 77084 INC DOL DOL SHAIKF YOUSUF C/O INDUS GENERAL CONST 04/28/2010 04/28/2015 33-04 91 ST STREET JACKSON HEIGHTS NY 11372 DOL DOL .....0256 SIERRA ERECTORS INC 79 MADISON AVE - FL 17 04/16/2009 04/16/2014 NEW YORK NY 10016 DOL DOL .....0415 SIGNAL CONSTRUCTION LLC 199 GRIDER STREET 11/14/2006 02/25/2015 BUFFALO NY 14215 DOL DOL .....8469 SIGNATURE SEALCOATING & 345 LIVINGSTON AVENUE 04/04/2007 04/04/2012 STRIPPING SERVICE JAMESTOWN NY 14702 DOL DOL .....9397 SKY COMMUNICATIONS, INC. PO BOX 278 02/20/2007 02/20/2012 DEWITT NY 13214 DOL AG SN CONTRACTING CORP 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL AG *****7480 SNA CONTRACTING CORP 131 47TH STREET 01/26/2007 01/25/2012 BROOKLYN NY 11232 DOL AG **"'**2738 SNA CONTRACTING CORP. 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL AG SOLOMON WERZBERGER 56 L YNCREST DRIVE 08/18/2005 08/18/2010 MONSEY NY 10952 DOL DOL *****0918 SPECTRUM CONTRACTING 875 THIRD AVENUE 12/11/2006 12/11/2011 GROUP INC NEW YORK NY 10022 DOL AG .....1355 SPIRIDON ANTHOULlS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL AG STACEY GOUZOS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL DOL *****3496 STAR INTERNATIONAL INC 89-51 SPRINGFIELD BLVD 08/11/2003 08/11/3003 QUEENS VILLAGE NY 11427 DOL NYC .....6650 START ELEVATOR 4350 BULLARD AVENUE 01/28/2008 01/28/2013 CONSTRUCTION, INC. BRONX NY 10466 DOL NYC .....3896 START ELEVATOR 4350 BULLARD AVENUE 01/28/2008 01/28/2013 MAINTENANCE, INC. BRONX NY 10466 DOL NYC .....1216 START ELEVATOR REPAIR, 4350 BULLARD AVENUE 01/28/2008 01/28/2013 INC. BRONX NY 10466 DOL NYC *****2101 START ELEVATOR, INC. 4350 BULLARD AVENUE 01/28/2008 01/28/2013 BRONX NY 10466 DOL DOL STEED GENERAL 1445 COMMERCE AVENUE 10/09/2007 1 0/09/2012 CONTRACTORS INC BRONX NY 10461 DOL DOL STEPHEN BALZER 34-08 PARKWAY DRIVE 07/01/2008 07/01/2013 BALDWIN NY 11510 DOL DOL STEVE PAPASTEFANOU 1445 COMMERCE AVENUE 10/09/2007 1 0/09/2012 BRONX NY 10461 DOL AG STEVEN TISCHLER 1465 46TH STREET 08/18/2005 08/18/2010 BROOKLYN NY 11212 DOL DOL .....4081 STS CONSTRUCTION OF WNY 893 EAGLE STREET 06/09/2009 06/09/2014 BUFFALO NY 14210 DOL DOL .....5966 SUPREME SPORT SURFACES, 66 BENEDICT STREET 03/02/2007 03/02/2012 INC. CASTLETON NY 12033 DOL DOL **"'*2036 SURACI ENTERPRISES INC 364 BLEAKER ROAD 10/25/2007 10/25/2012 ROCHESTER NY 14609 DOL DOL .....9336 SWITZER SALES ARTIERI 107 STEVENS STREET 11/04/2009 11/04/2014 SPECIAL TI ES LOCKPORT NY 14094 DOL AG TAO GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTORS INC BROOKLYN NY 11232 DOL DOL THEODORE F FAULKS 18 FIREWEED TRAIL 06/1 0/2008 06/10/2013 HILTON NY 14468 DOL DOL THOMAS ASCHMONEIT 79 MADISON AVENUE - FL 17 04/16/2009 04/16/2014 NEW YORK NY 10016 DOL DOL THOMAS E. MOONEY 164 WINSLOW STREET 11/07/2006 11/07/2011 WATERTOWN NY 13601 DOL DOL THOMAS GORMALL Y 250 KNEELAND AVENUE 07/09/2007 07/09/2012 YONKERS NY 10705 .. .. .. .. .. . .. J . .. j 1 J j ., J J J .. Page 8 of 9 lIIIi .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. NYSDOL Bureau of Public Work Debarment List 06/25/2010 Article 8 DOL DOL TIMOTHY P SUCH 893 EAGLE STREET 06/09/2009 06/09/2014 BUFFALO NY 14210 DOL DOL TNT DEMOLITION AND 355 COUNTY ROUTE 8 08/08/2009 08/19/2014 ENVIRONMENTAL INC FULTON NY 13069 DOL DOL *****3983 TOMMASO AllOCCA 15 PINEAIRE DRIVE 08/01/2005 08/01/2010 BAY SHORE NY 11706 DOL DOL *****3315 TOTAL DOOR SUPPLY & 16 JOY DRIVE 01/05/2010 01105/2015 INSTALLATION INC NEW HYDE PPARK NY 11040 DOL DOL **.......3315 TOTAL DOOR SUPPLY & 16 JOY DRIVE 01/05/2010 01/05/2015 INSTALLATION INC NEW HYDE PPARK NY 11040 DOL DOL TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 1 0/21 /2009 10/21/2014 SYRACUSE NY 13209 DOL DOL *****9640 TROPIC CONSTRUCTION 59-45 56TH AVENUE 08/16/2005 08/16/2010 CORP MASPETH NY 11378 DOL DOL ***** 8430 TROPIC ROOFING CORP. 59-45 56TH AVENUE 08/16/2005 08/16/2010 MASPETH NY 11378 DOL NYC *****5184 UDDIN USA CORP 663 DEGRAW STREET 05/17/2007 05/17/2012 BROOKLYN NY 11217 DOL DOL ***** 8663 URBAN-SUBURBAN 3 lUCON DRIVE 06/20/2007 06/20/2012 RECREATION INC DEER PARK NY 11728 DOL DA VASILlOS TSIMITRAS 235 91ST STREET 11/27/2006 11/27/2011 BROOKLYN NY 11209 DOL DOL VIRGINIA l CAPONE 137 E MAIN STREET 12/01/2008 12/01/2013 ELMSFORD NY 10523 DOL NYC *****9936 VISHAl CONSTRUCTION INC 73-12 35TH AVE - APT F63 03/04/2010 03/04/2015 JACKSON HEIGHTS NY 11272 DOL NYC *****5466 VIVA VICTORIA ENTERPRISES 10317 90TH STREET 06/12/2006 06/12/2011 lTD OZONE PARK NY 11417 DOL DOL *****0329 WET PAINT CO. OF OSWEGO, 19 E. CAYUGA STREET 05/15/2008 05/15/2013 INC OSWEGO NY 13126 DOL DOL WHITE PLAINS CARPENTRY 220 FERRIS AVENUE 12/04/2009 12/04/2014 CORP WHITE PLAINS NY 10603 DOL DOL WilLIAM PUTNAM 50 RIDGE ROAD 09/03/2008 09/03/2013 BUFFALO NY 14215 DOL DA WilLIAM TSIMITRAS 235 91ST STREET 11/27/2006 11/27/2011 BROOKLYN NY 11209 DOL DOL WilLIAM W FARMER JR 112 HUDSON AVENUE 10/19/2009 10/19/2014 ROCHESTER NY 14605 DOL DOL WINSTON J. GOINS, SR. 87 MAlLlNG DRIVE 05/01/2006 05/01/2011 ROCHESTER NY 14621 DOL AG YANG GENERAL 131 47TH STREET 01/25/2007 01125/2012 CONTRACTING l TD BROOKLYN NY 11232 DOL AG *****0288 YIN CONSTRUCTION l TO 131 47TH STREET 01/25/2007 01125/2012 BROOKLYN NY 11232 DOL AG YUl Y ARONSON 700 SUMMER STREET 11/24/2009 11124/2014 STAMFORD CT DOL AG ***** 1564 ZARBEN GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION INC BROOKLYN NY 11232 DOL DOL ZEPHENIAH DAVIS 2068 ANTHONY AVENUE 12/26/2007 12/26/2012 BRONX NY 10457 Page 9 of9 NYSDOL Bureau of Public Work Debarment List 06/25/2010 .. Article 9 '~ .. :~ . ;,C,f III . iii .. . .j i .. .~ .. , ~1 .. i .J I .. .. 14 .. , IIIi ~ .. Page 1 of 1 III III III DIVISION - 01 III GENERAL REQUIREMENTS SECTION 01100 - SUMMARY .. PART 1 - GENERAL 1.1 .. A. .. B. C. .. D. . .. . .. SUMMARY OF WORK Project: Highway Garage Facilities Emergency Generator Installation. Owner: Town of Wappinger. Engineer: Fellenzer Engineering LLP - 85 Market St. Suite 200, Poughkeepsie, NY 12601 Eric D. Fellenzer, P.E. The Work consists of, but is not limited to, Installation of new pre-cast concrete utility building and generator. Installation of new main distribution panel and automatic transfer switch and replacement of existing panel in shed. Also, the removal of existing electrical services (3) and installation of new electrical service and gas service shall be completed with the distribution of those services as shown on drawings. E. Owner-Furnished Items: The following products will be furnished by Owner and shall be installed by Contractor as part of the Work: 1. Trenching and Back Fill Material. 1.2 WORK RESTRICTIONS .. .. .. A. Contractor's Use of Premises: During construction, Contractor will have limited use of site and building as indicated. Contractor's use of premises is limited only by Owner's right to perform work during construction. 1. Owner will occupy building during construction. Perform construction during normal working hours (8 AM to 5 PM Monday thru Saturday, other than holidays), unless otherwise agreed to in advance by Owner. Clean up work areas and return to a useable condition at the end of each work period. .. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) .. .. .. SUMMARY .. END OF SECTION 01100 01100 - 1 .it .. ~ III SECTION 01300 - ADMINISTRATIVE REQUIREMENTS J PART 1 - GENERAL .. 1.1 PROJECT MANAGEMENT AND COORDINATION 1.2 A. B. A. B. C. D. Coordinate construction to ensure efficient and orderly installation of each part of the Work. J Conduct progress meetings at Project site every 2 weeks. Notify Owner and Engineer of meeting dates and times. Require attendance of each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities. ~ .. 1. Record minutes and distribute to parties involved, including Owner and Engineer. J SUB MITT AL PROCEDURES >:~ .. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 1. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. Engineer will not accept submittals from sources other than Contractor. Identify deviations from the Contract Documents. Submit six copies of each submittal. .. 2. 3. 4. i .. Place a permanent label or title block on each submittal for identification. Provide a 4- by 5- inch (100- by 125-mm) space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: J 1. 2. 3. 4. 5. Project name. Date. Name and address of Contractor. Name and address of subcontractor or supplier. Number and title of appropriate Specification Section. i .. " ~ Engineer will review each action submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility. ..J Construction Schedule Submittal Procedure: IIIIi 1. Submit schedule within 10 days after date established for Commencement of the Work. Distribute copies to Owner, Engineer, subcontractors, and parties required to comply with dates. Revise the schedule after each meeting or activity where revisions have been made. As Work progresses, mark each bar to indicate actual completion. Distribute revised copies to Owner, Engineer, subcontractors, and parties required to comply with dates. .. J 2. J ADMINISTRATIVE REQUIREMENTS 01300 - 1 .. .. .. PART 2 - PRODUCTS .. 2.1 .. .. .. .. .. .. c. .. 2.2 .. A. .. .. .. .. ACTION SUBMITTALS A. Product Data: Mark each copy to show applicable choices and options. Include the following: 1. 2. 3. Data indicating compliance with specified standards and requirements. Notation of coordination requirements. For equipment data, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories. B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit 1 reproducible print and 1 blue- or black-line print on sheets at least 8-112 by 11 inches (215 by 280 mm) but no larger than 30 by 42 inches (762 by 1067 mm). Engineer will return the reproducible print. Include the following: 1. Dimensions, profiles, methods of attachment, large-scale details, and other information, as appropriate for the Work. Identification of products and materials. Notation of coordination requirements. Notation of dimensions established by field measurement. 2. 3. 4. C. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit sufficient units to show full range of the variations. Include name of manufacturer and product name on label. INFORMATION SUBMITTALS Construction Schedule: Prepare a horizontal bar chart Contractor's construction schedule. 1. Provide a separate time bar for each activity, using same breakdown of Work indicated in the Schedule of Values, and a vertical line to identify the first workday of each week. Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary for completion of related Work. Indicate Substantial Completion and allow time for Engineer's procedures necessary for certifying Substantial Completion. 2. 3. B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. PART 3 - EXECUTION (Not Applicable) .. .. .. END OF SECTION 01300 ADMINISTRATIVE REQUIREMENTS .. 01300 - 2 "~ .i :c4 .. SECTION 01400 - QUALITY REQUIREMENTS .,j P ART 1 - GENERAL (~ .. 1.1 SECTION REQUIREMENTS A. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. ;u '* II 1. Testing and inspecting services are specified in other Sections of these Specifications or are required by authorities having jurisdiction and shall be performed by independent testing agencies. 2. Owner will provide testing and inspecting services not specified to be provided by Contractor. 3. Contractor is responsible for scheduling inspections and tests and notifying testing agency. 4. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting required as a result of tests and inspections indicating noncompliance with requirements. J .J J B. Performance and Design Criteria: Where design services or certifications by a professional engineer are required by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. J .J 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Engineer. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services ofthe kind indicated. 1 ... 2. c. Submittals: Testing agency shall submit a certified written report of each inspection and test to Owner, Engineer, Contractor, and to authorities having jurisdiction when authorities so direct. Reports of each inspection, test, or similar service shall include the following: .J J 1. Name, address, and telephone number of testing agency. 2. Project title and testing agency's project number. 3. Date of report and designation (number). 4. Dates and locations where samples were taken or inspections and field tests made. 5. Ambient conditions at the time of sample taking and inspecting or field testing. 6. Names of individuals taking the sample or making the inspection or test. 7. Product and test method. 8. Inspection or test data including interpretation of test results and comments or professional opinion on whether inspected or tested Work complies with requirements. 9. Recommendations on retesting or reinspection. 10. Name and signature oflaboratory inspector. t 'J .. IIil J D. Testing Agency Qualifications: Agencies that specialize in the types of inspections and tests to be performed and are acceptable to authorities having jurisdiction. IIIi IIIi QUALITY REQUIREMENTS 01400 - 1 III . . E. Testing Agency Responsibilities: Testing agency shall cooperate with Engineer and Contractor in performing its duties and shall provide qualified personnel to perform inspections and tests. .. .. - F. - - 1. Agency shall promptly notify Engineer and Contractor of deficiencies in the Work observed during performance of its services. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents nor approve or accept any portion of the Work. Agency shall not perform duties of Contractor. 2. 3. Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as requested, including the following: 1. 2. 3. 4. 5. Access to the Work. Incidental labor and facilities to assist inspections and tests. Adequate quantities of materials for testing, and assistance in taking samples. Facilities for storing and curing test samples. Security and protection for samples and test equipment. .. PART 2 - PRODUCTS (Not Applicable) .. PART 3 - EXECUTION (Not Applicable) . .. . . .. . .. .. .. END OF SECTION 01400 QUALITY REQUIREMENTS 01400 - 2 - 'i ') .. JI .. SECTION 01420 - REFERENCES ,} J PART 1 - GENERAL .~ iii 1.1 GENERAL REQUIREMENTS A. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. .~ .. B. Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ~ !III # .. AABC Associated Air Balance Council www.aabchq.com (202) 737-0202 J!' .. AAMA American Architectural Manufacturers Association www.aamanet.org (847) 303-5664 AASHTO American Association of State Highway and Transportation Officials www.aashto.org (202) 624-5800 .~ .. .. ACI American Concrete Institute/ ACI International www.aci- int.org (248) 848-3700 "# .. AGA American Gas Association www.aga.org (202) 824-7000 AlA American Institute of Architects (The) www.e-architect.com (202) 626-7300 ;1 .a AMCA Air Movement and Control Association International, Inc. www.amca.org (847) 394-0150 J ANSI American National Standards Institute www.anSl.org (202) 293-8020 ,~~ .. ARI Air-Conditioning & Refrigeration Institute www.an.org (703) 524-8800 J ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers www.ashrae.org (800) 527-4723 (404) 636-8400 .Jil .II AS ME ASME International (The American Society of Mechanical Engineers (800) 843-2763 (212) 591-7722 ~ .. .. REFERENCES 01420 - 1 .. .. .. International) www.asme.org .. ASTM American Society for Testing and Materials (610) 832-9585 www.astm.org .. AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 - AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BOCA BOCA International, Inc. (708) 799-2300 - www.bocai.org CDA Copper Development Association Inc. (800) 232-3282 .. www.copper.org (212) 251-7200 CFR Code of Federal Regulations (888) 293-6498 - www.access.gpo.gov/naraJcfr (202) 512-1530 EPA Environmental Protection Agency (202) 260-2090 www.epa.gov - FMG FM Global (401) 275-3000 (Formerly: FM - Factory Mutual System) . www.fmgloba1.com HI Hydraulic Institute (888) 786-7744 .. www.pumps.org (973) 267-9700 ICC International Code Council (703) 931-4533 .. (Formerly: CABO - Council of American Building Officials) www.intlcode.org ICBO International Conference of Building Officials (800) 284-4406 .. www.icbo.org (562) 699-0541 .. IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.leee.org MBMA Metal Building Manufacturers Association (216) 241-7333 .. www.mbma.com NECA National Electrical Contractors Association (301)657-3110 .. www.necanet.org NEMA National Electrical Manufacturers Association (703) 841-3200 - www.nema.org - REFERENCES 01420 - 2 - .. <-\ ~ .. NETA InterNational Electrical Testing Association (303) 697-8441 www.netaworld.org NFPA National Fire Protection Association (800) 344-3555 www.nfpa.org (617) 770-3000 NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 SMACNA Sheet Metal and Air Conditioning Contractors' National (703) 803-2980 Association www.smacna.org UBC Uniform Building Code (See: International Conference of Building Officials) UL Underwriters Laboratories Inc. (800) 704-4050 www.ul.com (847) 272-8800 .. -~ .. ,-8 .. ... ~-<< .. A~ .. PART 2 - PRODUCTS (Not Applicable) -:;Ie .. PART 3 - EXECUTION (Not Applicable) .. END OF SECTION 01420 .. .. .. IIIIi .. i .. .. .. REFERENCES 01420 - 3 ,~ .. .. .. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS .. PART 1 - GENERAL .. 1.1 SECTION REQUIREMENTS A. Use Charges: Contractor shall pay for all use charges. .. B. Use water and electric power from Owner's existing system without metering and without payment of use charges. .. PART 2 - PRODUCTS (Not Applicable) .. PART 3 - EXECUTION .. 3.1 TEMPORARY UTILITIES .. A. Sanitary Facilities: Use of Owner's existing facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. .. 3.2 TEMPORARY FACILITIES .. A. Provide field offices, storage trailers, and other support facilities as necessary for the Work. B. Collect waste daily and, when containers are full, legally dispose of waste off-site. .. 1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste containers. Dispose of material according to applicable laws and regulations. .. C. Provide temporary enclosures for protection of construction and workers from inclement weather and for containment of heat. .. 3.3 TEMPORARY CONTROLS .. A. Provide temporary environmental controls as required by authorities having jurisdiction including, but not limited to, erosion and sediment control, dust control, noise control, and pollution control. .. B. Provide temporary barricades, warning signs, and lights to protect the public and construction personnel from construction hazards. 1. Enclose construction areas with fences with lockable entrance gates, to prevent unauthorized access. .. .. TEMPORARY FACILITIES AND CONTROLS 01500 - 1 .. ,~ .. .J C. Provide temporary fire protection until permanent systems supply fire-protection needs. Comply with NFP A 241. .J 3.4 TERMINATION AND REMOVAL A. Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. ~ iii i~ !IIi END OF SECTION 01500 J 1,3: :'t, .. ,~ iii J -'" .. ,~ .. .~ .. I .. .1 .. ;-l .. ~ till .. <i .. TEMPORARY FACILITIES AND CONTROLS 01500 - 2 ~ .. .. .. SECTION 01600 - PRODUCT REQUIREMENTS .. PART 1 - GENERAL .. A. 1.1 SECTION REQUIREMENTS .. B. .. .. .. .. .. Provide products of same kind from a single source. The term "product" includes the terms "material," "equipment," "system," and similar terms. Product Substitutions: Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of the Contract. 1. 2. 3. Submit six copies of each request for product substitution. Submit requests within 14 days after signing the Contract. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved substitutions on Shop Drawings or other submittals. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable requirements. Include a full comparison with the specified product, a list of changes to other Work required to accommodate the substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted. Engineer will review the proposed substitution and notify Contractor of its acceptance or rejection. 4. 5. .. C. Comparable Product Submittal: 1. .. 2. .. 3. .. Submit six copies of each request for approval of products as comparable to basis-of- design products. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved products on Shop Drawings or other submittals. Identify product to be replaced and provide complete documentation showing compliance of proposed product with applicable requirements. Include a full comparison with the specified product. Engineer will review the proposed product and notify Contractor of its acceptance or rejection. D. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. .. 1. 2. .. 3. .. .. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. PRODUCT REQUIREMENTS 01600 - 1 .. i~ .. ~ .. 4. 5. Store materials in a manner that will not endanger Project structure. Store products that are subject to damage by the elements, under cover in a weather-tight enclosure above ground, with ventilation adequate to prevent condensation. .. ;w PART 2 - PRODUCTS .. 2.1 PRODUCT OPTIONS .. A. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. B. c. ~ .. 1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. ~ c, .. Select products to comply with all of the following that are applicable: 1. Where only a single product or manufacturer is named, provide the item indicated. No substitutions will be permitted. Where two or more products or manufacturers are named, provide one of the items indicated. No substitutions will be permitted. Where products or manufacturers are specified by name, accompanied by the term "available products" or "available manufacturers," provide one of the named items or comply with provisions for "comparable product" to obtain approval for use of an unnamed product or manufacturer. Where a single product is named as the "basis-of-design" together with the names of other manufacturers, provide the named product or comply with provisions for "comparable product submittal" to obtain approval for use of a product of one of the other named manufacturers. Where a single product is named as the "basis-of-design" and no other manufacturers are named, provide the named product or comply with provisions for "comparable product submittal" to obtain approval for use of a product of another manufacturer. Where a product is described with required characteristics, provide a product that complies with those characteristics. Where compliance with performance requirements is specified, provide products that comply and are recommended in writing by the manufacturer for the application. Where compliance with codes, regulations, or standards, is specified, select a product that complies with the codes, regulations, or standards referenced. J J 2. 3. J 4. i .. J 5. 6. J 7. J 8. Unless otherwise indicated, Owner will select color, pattern, and texture of each product from manufacturer's full range of options that includes both standard and premium items. .J PART 3 - EXECUTION (Not Applicable) END OF SECTION 01600 ,~ .Ii A ;1: .. .J PRODUCT REQUIREMENTS 01600 - 2 4 .Ii .. .. SECTION 01732 - SELECTIVE DEMOLITION AND EXCAVATION .. P ART 1 - GENERAL .. 1.1 SECTION REQUIREMENTS .. .. - .. .. A. Unless otherwise indicated, demolished materials become Contractor's property. Remove from Project site. B. Items indicated to be removed and salvaged remain Owner's property. Remove, clean, and deliver to Owner's designated storage area. C. Comply with EP A& DEC regulations and disposal regulations of authorities having jurisdiction. D. Conduct demolition without disrupting Owner's use of the building. E. It is possible that hazardous or contaminated materials may be encountered in the Work. If materials suspected of containing hazardous materials are encountered, immediately notify Architect and Owner. Hazardous materials shall be removed as indicated on the plans and in the specifications. - PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION .. 3.1 DEMOLITION .. .. .. .. .. .. .. A. Maintain and protect eXIstmg utilities to remain in service before proceeding with excavation/demolition, providing bypass connections to other parts of the building. B. Locate, identify, shut off, disconnect, and cap off utility services to be excavated and demolished. c. Conduct excavation and demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. D. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse. E. Protect building structure and interior from weather and water leakage and damage. F. Protect walls, ceilings, floors, and exposed finishes that are to remain. Erect and maintain dustproof partitions. Cover and protect fixtures, furnishings, and equipment that are to remain. G. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. SELECTIVE DEMOLITION 01732 - 1 .. J .i J H. Promptly patch and repair holes and damaged surfaces of building caused by excavation and demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. j III I. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not bum demolished materials. f .. END OF SECTION 01732 J ;;: .. f - ~ '~ .i J ~ iii Ii .. .. ;j .i ~.~ .. A -"1 .II J j .. 'j .. SELECTIVE DEMOLITION 01732-2 -,~ .. .. SECTION - 02100 - SITE PREPARATION .. PART 1 - GENERAL 1.01 WORK UNITS .. A. Clearing. B. Grubbing. .. 1.02 RELATED WORK .. A. Section 02700 - Site concrete work. B. Section 02220 - Contaminated materials excavation, staging, transportation and disposal. .. 1.03 DEFINITIONS A. CLEARING: Removal of trees, shrubs, bushes, and other organic matter found at or above original ground level. .. B. GRUBBING: Removal of stumps, roots, boards, logs, and other organic matter found at or below original ground level. .. C. Grass (turf) and vegetative-covered surface of the ground. 1.04 QUALITY ASSURANCE .. A. Protect roadways, walkways, adjacent property, and other works to remain in accordance with all environmental guidelines set forth by the State Department of Environmental Conservation and local regulatory agencies. .. B. Existing trees, shrubs, and bushes to remain: .. 1. 2. 3. Protect trees by fencing, barricades, or wrapping. Protect shrubs and bushes by fencing or barricades. Protect shallow-rooted plants at ground surface, under and on outside the branch spread, by fencing, barricades, or ground cover. .. C. Regulatory Requirements: State and local codes shall control tree and shrub disposal. 1.05 SUBMITTALS .. A. Certificates: Furnish certificates of conformance for materials required to meet ASTM, State, or other standards. .. B. Samples: Furnish samples of pruning paint and herbicides if used. PART 2 - PRODUCTS .. 2.01 MATERIALS A. Wrapping Materials: One or more of the following: 1. Jute Burlap: 4-inch wide strips, weigh eight, ounces per square yard minimum. .. B. Do not use explosives. .. PART 3 - EXECUTION 3.01 INSPECTION .. 02100-1 .. A. B. a J Before clearing, carefully inspect the site and verify: f .. 1. Work layout, horizontal, and vertical clearances for equipment, storage of materials, and operating room. Limits of construction and of easements. Condition of trees, shrubs, and fences in the way of or close to the construction. Location of plants, fences, lawn furniture, and other articles to be removed and replaced. 4 .. 2. 3. 4. 3.02 PREPARATION If there is a discrepancy or unsatisfactory condition, notify Engineer. i till A. 3.03 CLEARING A. B. C. D. Notification: Before clearing and grubbing, notify: .J 1. 2. 3. The Engineer Adjacent and affected property occupants. All public and private utilities whose facilities are in the clearing and grubbing zone. For gas, telephone, or electric lines, notify local utility companies 72 hours before work. Include notification for overhead lines where a tree or machinery could contact the lines. J .. if % .. Clear minimal areas within the contract limit, easement, and right of way lines. Protect existing natural appearance, conserve natural resources, minimize scarring of the landscape, and prevent degrading of all areas. Do not damage common native trees and shrubs, other than those permitted by the Engineer. 3 .~ .. J :$ .. Limit clearing to material posing a hazard or hindrance to construction. When clearing, consider soil stability, protection of natural habitat for wildlife, fish spawning seasons, and stream flow. J E. If excavations expose roots without removing the plant: F. G. I .. 1. Protect roots by hand excavating. 2. Keep roots wet, covered with burlap, and tied. 3. Backfill as soon as practicable. Use planting soil around roots. Apply mulch at surface. ;1 ::g .. Where trees and shrubs can be moved and replanted: 1. 2. 3. 4. 5. Carefully excavate. Prune and tie limbs. Store and heel in the plants during construction. Water, spray, and maintain plants in a healthy condition. Replant in original location as soon as possible. .II .. 6. 7. 8. a. Excavate pit with vertical sides, flat bottom, at least 6 inches deeper, and 2 feet larger in diameter than ball or spread of roots. b. Center plant in pit and face for best effect. Set plumb and hold rigidly in position until soil has been tamped firmly. Use only planting soil under and around ball or roots. Fill pit with water and leave pit surface even with finished surface of surrounding ground. c. Provide watering saucer. Stake, brace, and guy trees. Mulch planting pit saucer. Wrap tree trunk, prune, spray, and maintain until final acceptance of work. i .. II .. J Where tree or shrub removal by cutting is unavoidable, obtain an order to proceed from the Engineer before cutting. If such tree or shrub can be saved by special construction methods, such work may be authorized by the Engineer. .. 02100-2 .. III H. .. I. J. .. .. .. .. 3.04 GRUBBING Replacement of trees or shrubs which cannot be successfully moved and replanted is the Owner's responsibility. Grind down stumps from any trees removed under this contract. Clear all other items away from construction area, and replace or reconstruct in as good condition as when moved. 1. Remove fencing. Corner or end posts should be replaced with a temporary terminal providing similar tension. 2. Store removed fencing materials, posts, fabric, wire, braces, rails, and fastenings in neat piles. Protect from damage or loss. 3. Reconstruct fencing after construction. Provide new fastenings if required. 4. Fencing which is not of a quality or condition to be reinstalled without replacement parts should not be removed until any questions on reinstallation have been answered. 5. Betterment of fencing and other articles removed and replaced under this Section is the Owner's responsibility. .. A. Limits, time, and methods of grubbing shall coincide with those limits of clearing. B. Remove all stumps and roots over 1-inch in diameter, and matted roots to the depths below: .. .. .. 3.05 SALVAGE A. .. 1. 2. 3. 4. 5. 6. 7. Footings: depth of footing. Walks: 12 inches. Roads: 18 inches. Parking areas: 12 inches. Lawn areas: 8 inches. Fills: 12 inches. In the case of footings, roads, walks, or other construction on fills, the greater depth shall apply. Salvage material from clearing operations: .. 3.07 DISPOSAL OF SALVAGEABLE MATERIAL A. No open burning will be permitted. .. .. .. B. Removal: C. 1. Remove material from the site daily. 2. Should Contractor work beyond normal working hours, remove material within 48 hours. Dumping: 1. No dumping shall be allowed in any stream, corridor, wetlands, surface waters, or at unspecified locations or at locations not approved by the Engineer/ Architect, or regulatory agencies. .. D. Chipping: Reduce material to dimensions of 1/4" x 2" using an approved chipping machine. .. .. - END OF SECTION 02100 02100-3 it .Ii SECTION 02200 - EARTHWORK J PART1 -GENERAL 1.1 RELATED DOCUMENTS I .. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. j iii 1.2 SUMMARY A. B. J This Section includes the following: 1. J Preparing and grading sub grades for slabs-on-grade, walks, pavements, and landscaping. Backfilling for buildings and structures. Drainage and moisture-control fill course for slabs-on-grade. Subbase course for walks and pavements. Subsurface drainage backfill for walls and trenches. Backfilling trenches within building lines. Backfilling for underground utilities and appurtenances. 2. 3. 4. 5. 6. 7. J ~'l .. ,)i J Related Sections: The following Sections contain requirements that relate to this Section. J 1. Division 3 Section "Cast-In-Place Concrete" for concrete encasings, cradles, and appurtenances for utility systems. ;1 iii 1.3 UNIT PRICES A. B. j .. Contractor shall provide a unit price for rock excavation which shall include replacement with approved materials. Rock Measurement: Volume of rock actually removed, measured in original position, but not to exceed the following: \1 .. 1. 2. 24 inches (600 mm) outside of concrete forms other than at footings. 6 inches (1 50 mm) beneath bottom of concrete slabs on grade. /; ~ .. , ,:~ .. 1.4 DEFINITIONS A. B. C. D. Excavation consists of the removal of material encountered to sub grade elevations and the reuse or disposal of materials removed. Subgrade: The uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. J ~;iJ .. Borrow: Soil material obtained off-site when sufficient approved soil material is not available from excavations. j .. Subbase Course: The layer placed between the sub grade and base course in a paving 02200-1 11M :j iii .. .. .. ... .. .. .. system or the layer placed between the sub grade and surface of a pavement or walk. E. Base Course: The layer placed between the subbase and surface pavement in a paving system. May be the same as the subbase course. Refer to drawings. F. Drainage Fill (gravel base): Granular material supporting concrete slab on grade placed for stability and drainage. G. Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by the Architect. Unauthorized excavation, as well as remedial work directed by the Architect, shall be at the Contractor's expense. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below ground surface. 1. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within building lines. .. 1.5 SUBMITTALS .. .. .. lit lilt .. D. lilt E. lilt 1.6 A. .. B. lilt .. A. General: Submit the following according to the Conditions of the Contract and Division I Specification Sections. B. Product data for the following: 1. 2. Each type of plastic warning tape. Filter fabric. c. Test Reports: In addition to test reports required under field quality control, submit the following: 1. Laboratory analysis of each soil material proposed for fill and backfill from on- site and borrow sources. A sieve analysis of each material. An optimum moisture-maximum density curve for each soil material by method appropriate for required field quality control. Report of actual unconfined compressive strength and/or results of bearing tests of each stratum tested. 2. 3. 4. Blasting plan approved by authorities having jurisdiction. Photographs of existing adjacent structures and site improvements. QUALITY ASSURANCE Codes and Standards: Perform earthwork complying with requirements of authorities having jurisdiction. Preinstallation Conference: Conduct conference at Project site to comply with requirements 02200-2 of Division 1 Section "Project Meetings.' 1 . Before commencing earthwork, meet with representatives of the Owner, Architect, consultants, Geotechnical Engineer, independent testing agency, and other concerned entities. Review earthwork procedures and responsibilities including testing and inspection procedures and requirements. Notify participants at least 3 working days prior to convening conference. Record discussions and agreements and furnish a copy to each participant. 1.7 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt existing utilities serving facilities occupied by the Owner or others except when permitted in writing by the Architect and then only after acceptable temporary utility services have been provided' Provide a minimum 48-hours' notice to the Architect and receive written notice to proceed before interrupting any utility. B. Demolish and completely remove from site existing underground utilities indicated to be removed. Coordinate with utility companies to shut off services if lines are active. PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide approved borrows oil materials from off-site when sufficient approved soil materials are not available from excavations. B. Backfill Materials: Soil having properties of any materials listed below, unless noted specifically on drawings. C. Unspecified Material: Provide soil materials free from organic matter, debris, waste and deleterious substances, containing no rocks or lumps over 6" in greatest dimension, and with not less than 85% of material passing 3" sieve. D. Granular Fills: The following granular fills shall consist of sound, tough, durable particles of sand and crushed or uncrushed gravel or stone, free from soft, thin elongated or laminated pieces and organic or other deleterious substances. 1. General Material: It shall meet the minimum classification requirements of AASHTO "A-2-4" or the Unified Classification System "GM w/sands". It shall not contain any significant boulders or cobbles and it may be referred to as "Run of Bank" fill, R.O.B. gravel or selected gravel. 2. Subbase and Base Material: The material shall be well graded. It shall meet the requirements of Section 304-Subbase Course of the current New York State Department of Transportation Standard Specifications. The material shall be Type 2. The gradation shall be as follows: 02200-3 J J J J J .. J .~ .i J 'f .. .f ] ... J c J J J ~ iii ~ III J J .. lit Sieve Size Designation 2-inch 100 114- inch No. 40 5 - 40 No. 200 Percent Passing By Weight 25 - 60 - 0-10 3. Select Fill Material: The gradation shall be as follows: - - Sieve Size Percent Passing Designation By Weight 3-inch 100 No. 40 10 - 70 No. 200 0 - 10 - 4. Bedding Material (trench bottom): The material shall be well graded. The gradation of the material shall be as follows: - .. Square Percent Passing Mesh Sieves By Weight 314-inch 100 1/4-inch 30 - 65 No. 40 5 - 30 No. 200 0 - 10 - 5. Coarse Aggregate Material: The material shall meet the requirements of "Section 703 - Course Aggregate" of the current New York State Department of Transportation, Standard Specifications. The material shall be designated 703- 0202 or 703-0203. - - a. Heavy duty filter fabric shall be installed wherever this material is used. b. The size shall be designated 'No.3" with a gradation as follows: - .. Square Percent Passing Mesh Sieves By Weight 2 ll2-inch 100 2-inch 90 - 100 1- ll2-inch 35 - 70 1 -inch 0 - 15 No. 200 0 - 0.7 . . 6. Gravel Base Material: The gradation of the material shall be as follows: .. Mesh By Weight Percent Passing - 1- ll2-inch ll4-inch No. 40 No. 1 00 100 30 - 65 5 - 30 0-10 02200-4 - .. "CL" 2.2 J E. Impervious Fill: The material shall be a clayey gravel and/or sand mixture. It shall meet the classification requirements of Unified Classification System as "GC", "SC" or or AASHTO A-4. J F. Controlled Low Strength Material: Referred as C.L.S.M., 'K-Crete" or 500 psi controlled density fill: J~ .. Portland Cement Fly Ash Sand Water Air Entrainment \~ .. 1 part solid volume 3 part solid volume 14 part solid volume As required 4% j III ,~ .. ACCESSORIES ;~ .. A. J Detectable Warning Tape: Acid- and alkali-resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches (1 50 mm) wide and 4 mils (0. 1 mm) thick minimum, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches (750 mm) deep. Provide tape colors to utilities as follows: l ;i .. 1. 2. 3. 4. 5. III Red: Electric. Yellow: Gas, oil, steam, and dangerous materials. Orange: Telephone and other communications. Blue: Water systems. Green: Sewer systems. .. o 'J .. PART 3 - EXECUTION 3.1 III PREP ARA TION A. Protect structures, utilities, sidewalks, pavements, and other facilities from potential damage caused by settlement, lateral movement, undermining, washout, or other hazards created by earthwork operations. .. B. Protect sub grades and foundation soils against freezing temperatures and frost. Provide protective insulating materials as necessary. fill C. Provide erosion control measures to prevent displacement of soils by discharge of soil- bearing water runoff or airborne dust to adjacent properties and walkways. .. 3.2 DEWATERING III .. 02200-5 iii .. A. .. B. .. C. .. Prevent water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. Immediately remove any water which has accumulated within excavations or upon prepared surfaces using generally accepted methods. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. - 3.3 UNAUTHORIZED EXCAVATION .. ... .. 3.4 . .. A. Fill unauthorized excavation under foundations or wall footings by extending indicated bottom elevation of concrete foundation or footing to excavation bottom, without altering required top elevation. C.L.S.M. fill may be used to bring elevations to proper position when acceptable to the Architect. B. Fill unauthorized excavations under other construction as specified for authorized excavations unless otherwise directed by the Architect. STORAGE OF SOIL MATERIALS A. Stock pile excavated and borrow materials acceptable as backfill or fill material. Stockpile soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent wind-blown dust. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. 3.5 BACKFILL .. - . . . 3.6 ... .. bottom of .. . A. Backfill excavations promptly, but not before completing the following: 1. Acceptance of construction below finish grade including, where applicable, dampproofing, waterproofing, and perimeter insulation. Surveying locations of underground utilities for record documents. Testing, inspecting, and approval of underground utilities. Concrete formwork removal. Removal of trash and debris from excavation. Removal of temporary shoring and bracing, and sheeting. Installing permanent or temporary horizontal bracing on horizontally supported walls. 2. 3. 4. 5. 6. 7. UTILITY TRENCH BACKFILL A. Place and compact Bedding Material on rock and other unyielding bearing surfaces and to fill unauthorized excavations. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. B. Use concrete for backfill in trenches that carry below or pass under footings and that are excavated within 18 inches (450 mm) of footings. Place concrete to level of footings. 02200-6 3.7 3.8 FILL with & .. c. Encase indicated drainage conduit in K-crete from spring line to sub grade elevation. J D. Place and compact Select Fill (or gravel) to a height of 12 inches (300 mm) over the utility pipe or conduit. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. J E. Coordinate backfilling with utilities testing. "j F. Fill voids with approved backfill materials as shoring, bracing and sheeting are removed. J G. Place and compact final backfill material to final subgrade. H. Install warning tape directly above utilities, 12 inches (300 mm) below finished grade, except 6 inches (1 50 mm) below subgrade under pavements and slabs. .. SUBSURFACE DRAINAGE BACKFILL -'~ ... A. Subsurface Drain: Place a layer of filter fabric around perimeter of drainage trench or at footing, as indicated. Place a 6 inch (1 50 mm) compacted course of filtering material on filter fabric to support drainage pipe. After installing and testing, encase drainage pipe in a minimum of 6 inches (150 mm) of compacted filtering material and wrap in filter fabric, overlapping edges at least 6 inches (1 50 mm). I .i I .. Iii A. Preparation: Remove vegetation, topsoil, debris, wet, and unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placing fills. Plow, strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing surface. ! .. B. When sub grade or existing ground surface to receive fill has a density less than that required for proper fill placement, break up ground surface to depth required, pulverize, moisture-conditioner aerate soil and recompact to required density. .. 01 iii C. Prior to placement of any-controlled fill, the sub grade shall be leveled and roof rolled with appropriate equipment. Soft or uneven materials shall be removed and replaced compacted granular fill. ,} .. D. Place and compact fill material to required elevations as follows: Ii 1. 2. 3. 4. Under grass, use satisfactory excavated or borrow soil material. Under walks and pavements, use Subbase or Base material Under steps and ramps, use Subbase material. Under footings and foundations, use Select Fill. Ii E. Do not permit rocks having a dimension greater than 2" in the upper 12" of any fill or embankment. J J .. 02200-7 IIIIi III 3.9 MOISTURE CONTROL .. III III III A. B. C. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or Ice. Remove and replace, or scarify and air-dry satisfactory soil material that is too wet to compact to specified density. Stockpile or spread and dry removed wet satisfactory soil material. 3.10 COMPACTION III III lilt IfIlII .. 1 III 2. .. 3.11 GRADING III III III .. III III III A. B. c. A. B. Place backfill and fill materials in layers not more than 8 inches (200 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers. Place backfill and fill materials evenly on all sides of structures to required elevations. Place backfill and fill uniformly along the full length of each structure. Prevent wedging action of backfill against structures by carrying the material uniformly around the structure in each lift. Percentage of Maximum Dry Density Requirements: Compact soil to not less than the following percentages of maximum dry density according to ASTM D 1557 (modified proctor): Under structures, building slabs, steps, and pavements, compact each layer of backfill or fill " material to 95 percent of maximum dry density. Under walkways, compact each layer of backfill or fill material to 95 percent of maximum dry density. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. 2. Provide a smooth transition between existing adjacent grades and new grades. Cut out soft spots, fill low spots, and trim high spots to conform to required surface tolerances. Where a change in slope is indicated on the Drawings construct a rolled transition section having a minimum radius of approximately 8'0" unless adjacent construction will not permit such a transition or if such a transition defeats positive control of drainage. 3. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1.2 inches (0.1 Ft.). 02200-8 .. 2. 3. Walks: Plus or minus 1.2 inches (0.1 Ft.). Pavements: Plus or minus 'l'2 inch (0.05 Ft.). J C. Grading Inside Building Lines: Finish sub grade to a tolerance of'l'2 inch when tested with a 10 foot straightedge. J 3.12 SUBBASE AND BASE COURSES J acceptable layer. A. Under pavements and walks, place subbase course material on prepared subgrades. Place base course material over subbases for pavements. '* iii 1. Compact subbase and base courses at optimum moisture content to required grades, lines, cross sections and thickness to not less than 95 percent of modified proctor ASTM - D 1557 maximum density. Shape subbase and base to required crown elevations and cross-slope grades. When thickness of compacted subbase or base course is 6 inches (1 50 mm) or less, place materials in a single layer. When thickness of compacted subbase or base course exceeds 6 inches (1 50 mm), place materials in equal layers, with no layer more than 6 inches (1 50 mm) thick or less than 3 inches (75 mm) thick when compacted. J .i 2. 3. .i 4. J B. Pavement Shoulders: Place shoulders along edges of subbase and base course to prevent lateral movement. Construct shoulders at least 12 inches (300 mm) wide of soil materials and compact simultaneously with each subbase and base J 3.13 GRAVEL FILL ~ .i A. Under slab on grade, place gravel fill on prepared sub grade which has been inspected and approved by the Architect. .J 1. 2. Compact gravel fill to the required cross section and thickness. When compacted thickness of gravel fill is 6 inches or less, place material in a single layer. When compacted thickness of gravel fill exceeds 6 inches thick, place material in equal layers with no layer more than 6 inches thick or less than 3 inches thick when compacted. ~ .. .i 3. B. Grading Inside Building Line: Finish gravel fill surface to a tolerance of 1/4 inch when tested with a 10 foot straight edge. 4 ... 3.14 PROTECTION {; J A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. J B. Repair and re-establish grades to specified tolerances where completed or partially 02200-9 ... .Ii !ill .. completed, surfaces become eroded, rutted, settled, or lose compaction due to subsequent construction operations or weather conditions. Scarify or remove and replace material to depth directed by the Architect; reshape and recompact at optimum moisture content to the required density. .. c. Settling: Where settling occurs during the Project correction period, remove finished surfacing, backfill with additional approved material, compact, and reconstruct Restore appearance, quality, and condition of finished surfacing to match and eliminate evidence of restoration to the greatest extent possible. .. surfacing. adjacent-work, .. 3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS .. A. Disposal: Remove waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off the Owner's property. .. B. Disposal: Transport surplus satisfactory soil to designated storage areas on the Owner's property. Stock pile or spread soil as directed by the Architect. .. END OF SECTION .. .. .. .. .. .. .. .. .. .. 02200-10 .. J J SECTION 02553 - NATURAL GAS DISTRIBUTION '1 .. PART 1 - GENERAL '3 .;j 1.1 SECTION REQUIREMENTS A. J Summary: This Section includes gas piping outside the building. Service meter assembly is provided by the gas utility. B. Minimum Working-Pressure Ratings: .. 1. Piping and Valves: 100 psig (690 kPa) minimum, unless otherwise indicated. 2. Service Regulators: 100 psig (690 kPa) minimum, unless otherwise indicated. J C. Comply with ANSI Z223.1 or NFPA 54 for materials, installation, testing, inspection, and purging. PART 2 - PRODUCTS Q -Jil III 2.1 2.2 PIPE AND FITTINGS J A. Steel Pipe: ASTM A 53, Type E or S, Grade B; Schedule 40, black. 1. Malleable-Iron Fittings: ASME B 16.3, Class 150, standard pattern, with threads complying with ASME B1.20.1. 2. Unions: ASME B16.39, Class 150, black malleable iron; female pattern; brass-to-iron seat; ground joint. J I J B. PE Pipe: ASTM D 2513, SDR 11. 1. PE Fittings: ASTM D 2683, socket type or ASTM D 3261, butt type with dimensions matching ASTM D 2513, SDR 11, PE pipe. .. C. J Transition Fittings: Type, material, and with end connections matching piping being joined. VALVES .. A. Nonlubricated, Tapered Plug Valves: Brass or cast-iron body, with brass tapered plug; lever operation; and complying with ASME B16.33, MSS SP-78, UL 842. Include lever and locking device. .~ .. B. PE Valves: Made for gas distribution, with nut or flat head for key operation; and complying with ASME B16.40, UL 842. J C. Earthquake Valves: ASCE 25, mechanical-operation and automatic-shutoff type with operating- pressure rating at least as great as system pressure. .I ;$ .. 02553 - 1 .;: iii .. .. .. .. D. Valve Boxes: Cast-iron two-section box. Top section includes cover with "GAS" lettering. Bottom section includes base of size to fit over valve and barrel about 5 inches (125 mm) in diameter. E. Earthquake, Automatic Shutoff Valves: ANSI Z21.70, mechanical operation, with threaded ends. 2.3 SPECIALTIES A. Service Line Risers: PE pipe with coated, annodeless, steel pipe casing on riser section. Include inlet for heat-fusion connection to PE pipe and outlet for connection to shutoff valve. .. .. .. B. Strainers: V-pattern, full size of connecting piping. Include Type 304 stainless-steel screens with 3/64-inch (1.2-mm) perforations, unless otherwise indicated. C. Metallic-Lined Plastic Underground Warning Tapes: Polyethylene plastic tape with metallic core, 6 inches (150 mm) wide by 4 mils (0.1 mm) thick, solid yellow color with continuously printed caption in black letters "CAUTION--GAS LINE BURIED BELOW." .. PART 3 - EXECUTION .. 3.1 .. .. .. .. .. .. .. . .. .. INSTALLATION A. Install underground, natural gas distribution piping buried at least 36 inches (900 mm) below finished grade. Include underground warning tape. B. Install underground, PE, natural gas distribution piping according to ASTM D 2774. C. Drips and Sediment Traps: Install drips at points where condensate may collect, including service-meter outlets. Locate where readily accessible. Do not install where subject to freezing. D. Terminate vent piping with reducing-elbow fittings with large end as outlet. Install fitting outlet turned down with corrosion-resistant insect screen in outlet. E. Install PE shutoff valves on branch connections to existing underground, natural gas distribution piping. Install valves with valve boxes. F. Install metal shutoff valves on aboveground, natural gas distribution piping. G. Install earthquake valves aboveground, outside building, and according to listing applications. H. Install unions adjacent to each valve and at final connection to each piece of equipment having threaded pipe connection. I. Install aboveground, natural gas distribution piping upstream from equipment shutoff valves, electrically continuous, and bonded to grounding electrode according to NFPA 70. END OF SECTION 02553 - 2 J J SECTION 03300 - CAST -IN-PLACE CONCRETE .! .. P ART 1 - GENERAL .i 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. J B. Comply with ASTM C 94; ACI301, "Specification for Structural Concrete"; ACII17, "Specifications for Tolerances for Concrete Construction and Materials"; and CRSI's "Manual of Standard Practice." ~ C. Engage a qualified independent testing agency to design concrete mixes. J PART 2 - PRODUCTS 2.1 A. B. C. D. E. F. G. H. I. J MATERIALS Deformed Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420). J Plain Steel Wire: ASTM A 82, as drawn. ':,j J Steel Welded-Wire Fabric: ASTM A 185, flat sheets not rolls. Portland Cement: ASTM C 150, Type I or II. ,;I .I Fly Ash: ASTM C 618, Type C or F. Aggregates: ASTM C 33, uniformly graded. J Air-Entraining Admixture: ASTM C 260. j .J Chemical Admixtures: ASTM C 494, water reducing. Water Stops: Flat dumbbell or center-bulb type, of either rubber (CRD C 513) or PVC (CRD C 572). J J. Vapor Retarder: Clear IO-mil- (O.25-mm-) thick polyethylene sheet. J K. Liquid Membrane-Forming Curing and Sealing Compound: ASTM C 1315, clear, Type I, Class A, solvent borne. j III L. Slip-Resistive Aggregate: Factory-produced, rustproof, nonglazing, fused aluminum-oxide granules or crushed emery, unaffected by freezing, moisture, and cleaning materials. M. Mineral Dry-Shake Floor Hardener: Packaged, dry combination of portland cement, graded quartz aggregate, and plasticizing admixture, unpigmented. J t IIIil 03300 - 1 :.g IIIIiI . .. N. O. . .. .. Joint-Filler Strips: ASTM D 1751, cellulosic fiber, or ASTM D 1752, cork. Repair Underlayment: Factory-packaged, portland or blended hydraulic cement-based, polymer-modified, self-leveling underlayment with minimum 28-day compressive strength of 4100 psi (29 MPa). P. Repair Topping: Factory-packaged, portland or blended hydraulic cement-based, polymer- modified, self-leveling traffic-bearing topping with minimum 28-day compressive strength of 5700 psi (39 :'viPal. 2.2 MIXES A. Proportion normal-weight concrete mixes to provide the following properties: .. .. .. 1. 2. 3. Compressive Strength: 4000 psi (27.6 \1Pa) at 28 days. Slump Limit: 4 inches (100 mm) at point of placement. Air Content: 5.5 to 7.0 percent for concrete exposed to freezing and thawing, 2 to 4 percent elsewhere. PART 3 - EXECUTION .. .. 3.1 A. B. C. D. E. F. G. H. I. J. .. .. .. .. .. .. .. .. - CONCRETING Construct formwork and maintain tolerances and surface irregularities within ACI 117 limits of Class A for concrete exposed to view and Class C for other concrete surfaces. Set water stops where indicated to ensure j oint watertightness. Place vapor retarder on prepared subgrade, with joints lapped 6 inches (150 mm) and sealed. Accurately position, support, and secure reinforcement. Install construction, isolation, and contraction joints where indicated. Install full-depth joint- filler strips at isolation joints. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment. Protect concrete from physical damage, premature drying, and reduced strength due to hot or cold weather during mixing, placing, and curing. Formed Surface Finish: Smooth-formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct-applied material; rough-formed finish elsewhere. Uniformly spread 25 Ilvl 00 sq. f1. (12 kg/1 0 sq. 111) of dampened slip-resistive aggregate over initially floated surfaces; tamp and float. Expose nonslip aggregate after curing. Uniformly spread 100 ]b/IOO sq. ft. (49 kgllO sq. m) of mineral dry-shake floor hardener over initially floated surfaces, repeat float finishing to embed each application, and then apply a trowel finish. 03300 - 2 . iii K. Cure formed surfaces by moist curing for at least seven days. L. Protect concrete from damage. Repair surface defects in formed concrete and slabs. 1 ", M. Repair slabs not meeting surface tolerances by grinding high areas and by applying a repair underlayment to low areas receiving floor coverings and a repair topping to low areas to remain exposed. 0"j. 'if III END OF SECTION 03300 1 .. S \ .. iJ ,~ iii "Ii <~ .j .i .. J .. IIIIi , ." ... .. .. .. iii 03300 - 3 .. . . SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS . PART 1 - GENERAL (Not Applicable) . PART 2 - PRODUCTS - 2.1 SUPPORTING DEVICES A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic coated for hangers in direct contact with copper tubing. . B. Building Attachments: Powder-actuated-type, drive-pin attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FMG approval for fire-protection systems. - C. Mechanical-Anchor Fasteners: Insert-type attachments with pullout and shear capacities appropriate for supported loads and building materials; UL listing and FMG approval for fire- protection systems. .. .. 2.2 VIBRATION ISOLATION DEVICES A. Vibration Supports: - 1. 2. . Elastomeric Mounts: Double-deflection type, with molded, oil-resistant rubber or neoprene isolator elements with factory-drilled, encapsulated top plate for bolting to equipment and with baseplate for bolting to structure Spring Isolators: Freestanding, laterally stable, open-spring isolators. B. Vibration Hangers: .. 1. Elastomeric Hangers: Double-deflection type, with molded, oil-resistant rubber or neoprene isolator elements bonded to steel housings with threaded connections for hanger rods. Spring Hangers: Combination coil-spring and elastomeric-insert hanger with spring and insert in compression. 2. .. .. PART 3 - EXECUTION 3.1 GENERAL PIPING INSTALLATIONS .. A. Install piping free of sags and bends. .. B. Install fittings for changes in direction and branch connections. C. Install sleeves for pipes passing through concrete walls and concrete floor and roof slabs. .. D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast-iron pipes for wall sleeves. .. 15050 - 1 .. 3.2 3.3 0J .. i .. E. Fire-Barrier Penetrations: Seal pipe penetrations with through-penetration firestop systems specified in Division 7. .,j F. Install unions adjacent to each valve and at final connection to each piece of equipment. G. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas, compressed air, and vacuum piping. ~~ n . H. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water and steam piping. .~ .il GENERAL EQUIPMENT INSTALLATIONS :;; .. A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated. B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated. J C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. ;# lIIIIi D. Install equipment to allow right of way for piping installed at required slope. '1 .. CONCRETE BASES ;~ .. A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's written instructions and according to seismic codes at Project. :j ] .. 1. Construct concrete bases of dimensions indicated, but not less than 4 inches (100 mm) larger in both directions than supported unit. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18-inch (450-mm) centers around the full perimeter of the base. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base, and anchor into structural concrete floor. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. Install anchor bolts to elevations required for proper attachment to supported equipment. Use 3000-psi (20.7 -MPa), 28-day compressive-strength concrete and reinforcement as specified in Division 3 Section "Cast-in-Place Concrete." '1 .. 2. j .Ii 3. 4. IIiIl 5. 6. .. 3.4 HANGERS AND SUPPORTS A. Install building attachments within concrete or to structural steel. Install additional attachments at concentrated loads, including valves, flanges, guides, strainers, expansion joints, and at changes in direction of piping. .. B. Install powder-actuated drive-pin fasteners in concrete after concrete is cured. Do not use in lightweight concrete or in slabs less than 4 inches (100 mm) thick. .. .. 15050 - 2 .. . . C. . O. E. - . . . - . . . . . Install mechanical-anchor fasteners in concrete after concrete is cured. 00 not use in lightweight concrete or in slabs less than 4 inches (100 mm) thick. Load Oistribution: Install hangers and supports so piping live and dead loading and stresses from movement will not be transmitted to connected equipment. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Specification Sections, install the following types: 1. Adjustable Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes, NPS 1/2 to NPS 30 (ON 15 to ON 750). 2. Steel Pipe Clamps (MSS Type 4): For suspension of cold and hot pipes, NPS 1/2 to NPS 24 (ON 15 to ON 600), if little or no insulation is required. 3. Pipe Hangers (MSS Type 5): For suspension of pipes, NPS 1/2 to NPS 4 (ON 15 to ON 100), to allow off-center closure for hanger installation before pipe erection. 4. Adjustable Steel Band Hangers (MSS Type 7): For suspension of non insulated stationary pipes, NPS 1/2 to NPS 8 (ON 15 to ON 200). 5. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 8 (ON 15 to ON 200). 6. Adjustable Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 2 (ON 15 to ON 50). 7. Split Pipe-Ring with or without Turnbuckle-Adjustment Hangers (MSS Type 11): For suspension of non insulated stationary pipes, NPS 3/8 to NPS 8 (ON 10 to ON 200). 8. U-Bolts (MSS Type 24): For support of heavy pipe, NPS 1/2 to NPS 30 (ON 15 to ON 750). 9. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. 10. Pipe Saddle Supports (MSS Type 36): For support of pipes, NPS 4 to NPS 36 (ON 100 to ON 900), with steel pipe base stanchion support and cast-iron floor flange. 11. Pipe Stanchion Saddles (MSS Type 37): For support of pipes, NPS 4 to NPS 36 (ON 100 to ON 900), with steel pipe base stanchion support and cast-iron floor flange and with U-bolt to retain pipe. F. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Specification Sections, install the following types: 1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20 (ON 20 to ON 500). Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to NPS 20 (ON 20 to ON 500), if longer ends are required for riser clamps. 2. . ENO OF SECTION 15055 . . . . . 15050 - 3 .. ~ m .. SECTION 15194 - FUEL GAS PIPING .. PART 1 - GENERAL f .. 1.1 SECTION REQUIREMENTS A. Gas System Pressure: One pressure range. 0.5 psig (3.45 kPa) or less. i. .i B. Quality Assurance: Comply with ANSI Z223.1, "National Fuel Gas Code." PART 2 - PRODUCTS i i;~ .. 2.1 PIPE, TUBE, AND SPECIALTIES 'i? .. A. Steel Pipe: Schedule 40, plain ends with Class 150, threaded, malleable-iron fittings. iii 2.2 VALVES 2.3 A. Manual Valves: Comply with standards listed or, if appropriate, to ANSI Z21.15. J B. Gas Stops: AGA-certified, bronze-body, plug type with bronze plug, for 2-psig (13.8-kPa) or less natural gas. Include AGA stamp, flat or square head or lever handle, and threaded ends complying with ASME B1.20.1. ~~ .I C. Gas Valves: 150-psig (1035-kPa) WOG, cast-iron or bronze body, bronze plug, straightaway pattem, square head, tapered-plug type. ,~ .. D. Gas-Pressure Regulators: ANSI Z21.18, single-stage, steel-jacketed, corrosion-resistant pressure regulators. Include atmospheric vent, elevation compensator. Regulator pressure ratings, inlet and outlet pressures, and flow volume in cubic feet per hour (cubic millimeter per second) of natural gas at specific gravity are as indicated. J }j .. 1. 2. Line Gas-Pressure Regulators: Inlet pressure rating not less than system pressure. Appliance Gas-Pressure Regulators: Inlet pressure rating not less than system pressure, with capacity and pressure setting matching appliance. Gas-Pressure Regulator Vents: Factory- or field-installed corrosion-resistant screen in opening when not connected to vent piping. .~ .. .. 3. SPECIALTIES .~ .i A. Flexible Connectors: ANSI Z21.24, copper alloy. B. Strainers: Bronze body, V-pattern, full size of connecting pIping. Include stainless-steel screens with 3/64-inch (1.2-mm) perforations and a pressure rating of 125-psig- (860-kPa-) minimum, WOG working pressure. :1 Ii .~ .. PART 3 - EXECUTION ..~ .. 15 194 - 1 .~ .II .. .. 3.1 PIPING APPLICATIONS .. A. Fuel Gas Piping, 0.5 psig (3.45 kPa) or less: Steel piping. .. 3.2 INSTALLATION A. Close equipment shutoff valves before turning off gas to premises or section of piping. Perform leakage test as specified to determine that all equipment is turned off in affected piping section. .. .. .. .. .. .. .. .. .. .. .. B. Install shutoff valve, downstream from gas meter, outside building at gas service entrance. C. Install gas stops for shutoff to appliances with NPS 2 (DN 50) or smaller low-pressure gas supply. D. Drips and Sediment Traps: Install drips at points where condensate may collect. Include outlets of gas meters. locate where readily accessible to permit cleaning and emptying. Do not install where condensate would be subject to freezing. E. Install gas piping at uniform slope of 0.1 percent upward toward risers. F. Use eccentric reducer fittings to make reductions in pipe sizes. Install fittings with level side down. G. Connect branch piping from top or side of horizontal piping. H. Install strainers on supply side of each control valve, gas-pressure regulator, solenoid valve, and elsewhere as indicated. I. Install valves in accessible locations, protected from damage. Tag valves with metal tag indicating piping supplied. Attach tag to valve with metal chain. J. Install gas valve upstream from each gas-pressure regulator. Where two gas-pressure regulators are installed in series, valve is not required at second regulator. K. Install pressure-relief or pressure-limiting devices so they can be readily operated to determine if valve is free; test to determine pressure at which they will operate; and examine for leakage when in closed position. L. Connect gas piping to equipment and appliances with shutoff valves and unions. Install gas valve upstream from and within 72 inches (1800 mm) of each appliance using gas. Install union or flanged connection downstream from valve. M. Inspect, test, and purge piping according to NFPA 54, Part 4, "Gas Piping Inspection, Testing, and Purging"; and requirements of authorities having jurisdiction. END OF SECTION 15194 .. .. .. .. 15194 - 2 ~ 11 .. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS , '~ .. PART 1 - GENERAL (Not Applicable) ~ .Ii PART 2 - PRODUCTS 2.1 SUPPORTING DEVICES 'M ,\ iii A. Material: Cold-formed steel, with corrosion-resistant coating acceptable to authorities having jurisdiction. 1 .4 B. Metal Items for Use Outdoors or in Damp Locations: Hot-dip galvanized steel. i* iii C. Slotted-Steel Channel Supports: Flange edges turned toward web, and c)/16-inch- (14-111111-) diameter slotted holes at a maximum of 2 inches (50 111111) o.c., in webs. D. Raceway and Cable Supports: Manufactured clevis hangers, riser clamps, straps, wall brackets, and spring-steel clamps. E. Pipe Sleeves: Schedule 40, galvanized steel, plain ends. , iii F. Toggle Bolts: All-steel springhead type. {it .II PART 3 - EXECUTION 3.1 A. B. C. D. 3.2 A. {~ .. ELECTRICAL EQUIPMENT INSTALLATION Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom. ,~ J Materials and Components: Install level, plumb, and parallel and perpendicular to other building systems and components, unless otherwise indicated. 1 .. Equipment: Install to facilitate service, maintenance, and repair or replacement of components. Connect for ease of disconnecting, with minimum interference with other installations. J Right of Way: Give to raceways and piping systems installed at a required slope. iN .II SUPPORT INSTALLATION Secure electrical items and their supports to building structure, using the following methods unless other fastening methods are indicated: i .. 1. Wood: Wood screws or screw-type nails. Ii ... ,~ ;!J) .. 16050 - 1 +~ .. .. . . .. .. .. 2. Gypsum Board: Toggle bolts. Seal around sleeves with joint compound, both sides of wall. Masonry: Toggle bolts on hollow block and expansion bolts on solid block. Seal around sleeves with mortar, both sides of wall. New Concrete: Concrete inserts with machine screws and bolts. Existing Concrete: Expansion bolts. Light Steel Framing: Sheet metal screws. Fasteners for Damp, Wet, or Weather-Exposed Locations: Stainless steel. Light Steel: Sheet metal screws. 3. 4. 5. 6. 7. 8. B. Fasteners: Select so load applied to each fastener does not exceed 25 percent of its proof-test load. 3.3 FIRESTOPPING .. .. 3.4 . A. .. B. .. C. .. .. A. Apply firestopping to cable and raceway sleeves and other penetrations of fire-rated floor and wall assemblies to restore original undisturbed fire-resistance ratings of assemblies. Firestopping installation is specified in Division 7 Section "Through-Penetration Firestop Systems. " DEMOLITION Protect existing electrical equipment and installations indicated to remain. If damaged or disturbed in the course of the Work, remove damaged portions and install new products of equal capacity, quality, and functionality. Accessible Work: Remove exposed electrical equipment and installations, indicated to be demolished, in their entirety. Abandoned Wark: Cut and remove buried raceway and wiring, indicated to be abandoned in place, 2 inches (50 mm) below the surface of adjacent construction. Cap raceways and patch surface to match existing finish. D. Remove, store, clean, reinstall, reconnect, and make operational components indicated for relocation. .. 3.5 CUTTING AND PATCHING . .. A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces required to permit electrical installations. Perform cutting by skilled mechanics of trades involved. B. Repair, refinish and touch up disturbed finish materials and other surfaces to match adjacent undisturbed surfaces. END OF SECTION 16050 . . .. 16050 - 2 ;j .. 3 .. SECTION 16060 - GROUNDING AND BONDING .J .Ii PART 1 - GENERAL ,t .. 1.1 RELATED DOCUMENTS 1.2 1.3 A. ~ . Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY .J A. This Section includes grounding of electrical systems and equipment. Grounding requirements specified in this Section may be supplemented by special requirements of systems described in other Sections. $ ~ .. SUBMITTALS ~ .. A. Product Data: For the following: 1. 1 .i Ground rods. B. Qualification Data: For firms and persons specified in "Quality Assurance" Article. ,i iii C. Field Test Reports: Submit written test reports to include the following: 1. 2. 3. Test procedures used. Test results that comply with requirements. Results of failed tests and corrective action taken to achieve test results that comply with requirements. ~ ... ,~~ .i 1.4 QUALITY ASSURANCE A. ,~ "\~ Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. .. 1. )~ .Ii Comply with UL 467. B. Comply with NFPA 70 if .. PART 2 - PRODUCTS ;~ .. 2.1 MANUFACTURERS A. ii .. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: i~ .. 16060 - 1 ,j! ; .. .. .. .. .. .. - - - - - 2.2 A. B. C. D. E. - .. .. .. .. .. .. .. - 1. Grounding Conductors, Cables, Connectors, and Rods: a. Apache Grounding/Erico Inc. b. Boggs, Inc. c. Chance/Hubbell. d. Copperweld Corp. e. Dossert Corp. f. Erico Inc.; Electrical Products Group. g. Framatome Connectors/Burndy Electrical. h. Galvan Industries, Inc. i. Harger Lightning Protection, Inc. j. Hastings Fiber Glass Products, Inc. k. Heary Brothers Lightning Protection Co. I. Ideal Industries, Inc. m. ILSCO. n. Kearney/Cooper Power Systems. o. Korns: C. C. Korns Co.; Division of Robroy Industries. p. Lightning Master Corp. q. Lyncole XIT Grounding. r. O-Z1Gedney Co.; a business of the EGS Electrical Group. s. Raco, Inc.; Division of Hubbell. t. Robbins Lightning, Inc. u. Salisbury: W. H. Salisbury & Co. v. Superior Grounding Systems, Inc. w. Thomas & Betts, Electrical. GROUNDING CONDUCTORS For insulated conductors, comply with Division 16 Section "Conductors and Cables." Equipment Grounding Conductors: Insulated with green-colored insulation. Grounding Electrode Conductors: Stranded cable. Underground Conductors: Bare, tinned, stranded, unless otherwise indicated. Bare Copper Conductors: Comply with the following: 1. 2. 3. Solid Conductors: ASTM B 3. Assembly of Stranded Conductors: ASTM B 8. Tinned Conductors: ASTM B 33. F. Copper Bonding Conductors: As follows: 1. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG copper conductor, 1/4 inch (64 mm) in diameter. Bonding Conductor: NO.4 or NO.6 AWG, stranded copper conductor. Bonding Jumper: Bare copper tape, braided bare copper conductors, terminated with copper ferrules; 1-5/8 inches (42 mm) wide and 1/16 inch (1.5 mm) thick. 2. 3. 16060 - 2 ,;j lIIIiI 1 ~ ~ .. 2.3 CONNECTOR PRODUCTS A. '41 .. Comply with IEEE 837 and Ul 467; listed for use for specific types, sizes, and combinations of conductors and connected items. B. Bolted Connectors: Bolted-pressure-type connectors, or compression type. ;'g .. C. Welded Connectors: Exothermic-welded type, in kit form, and selected per manufacturer's written instructions. .. 2.4 GROUNDING ELECTRODES A. Ground Rods: Copper-clad steel. J ~ .. PART 3 - EXECUTION 3.1 ,~ .i APPLICATION :~ IIIi A. In raceways, use insulated equipment grounding conductors. B. Exothermic-Welded Connections: Use for underground connections. oj -~ III C. Equipment Grounding Conductor Terminations: Use bolted pressure clamps. D. Ground Rod Clamps at Test Wells: Use bolted pressure clamps with at least two bolts. 1 iii E. Underground Grounding Conductors: Use copper conductor, No. 3/0 AWG minimum. Bury at least 24 inches (600 mm) below grade. , .. 3.2 EQUIPMENT GROUNDING CONDUCTORS 3.3 ,~ A. Comply with NFPA 70, Article 250, for types, sizes, and quantities of equipment grounding conductors, unless specific types, larger sizes, or more conductors than required by NFPA 70 are indicated. .. B. ,J .. Install equipment grounding conductors in all feeders and circuits. INSTALLATION ~ .. A. Ground Rods: Install at least three rods spaced at least one-rod length from each other and located at least the same distance from other grounding electrodes. , .. 1. Drive ground rods until tops are 2 inches (50 mm) below finished floor or final grade, unless otherwise indicated. Interconnect ground rods with grounding electrode conductors. Use exothermic welds, except as otherwise indicated. Make connections without exposing steel or damaging copper coating. ,'1 il .. 2. "ii .. .. 16060 - 3 ;;) ~> III .. .. B. .. C. .. .. D. E. - 3.4 - A. .. .. .. B. C. .. .. D. .. .. .. .. .. .. .. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. Bonding Straps and Jumpers: Install so vibration by equipment mounted on vibration isolation hangers and supports is not transmitted to rigidly mounted equipment. Use exothermic-welded connectors for outdoor locations, unless a disconnect-type connection is required; then, use a bolted clamp. Bond straps directly to the basic structure taking care not to penetrate any adjacent parts. Install straps only in locations accessible for maintenance. Bond each aboveground portion of gas piping system upstream from equipment shutoff valve. Install one test well for each service at the ground rod electrically closest to the service entrance. Set top of well flush with finished grade or floor. CONNECTIONS General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible. 1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to make contact points closer to order of galvanic series. Make connections with clean, bare metal at points of contact. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces. 2. 3. Exothermic-Welded Connections: Comply with manufacturer's written instructions. Welds that are puffed up or that show convex surfaces indicating improper cleaning are not acceptable. Equipment Grounding Conductor Terminations: For No.8 AWG and larger, use pressure-type grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with winged pressure-type connectors. Noncontact Metal Raceway Terminations: If metallic raceways terminate at metal housings without mechanical and electrical connection to housing, terminate each conduit with a grounding bushing. Connect grounding bushings with a bare grounding conductor to grounding bus or terminal in housing. Bond electrically noncontinuous conduits at entrances and exits with grounding bushings and bare grounding conductors, unless otherwise indicated. E. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. F. Compression-Type Connections: Use hydraulic compression tools to provide correct circumferential pressure for compression connectors. Use tools and dies recommended by connector manufacturer. Provide embossing die code or other standard method to make a visible indication that a connector has been adequately compressed on grounding conductor. G. Moisture Protection: If insulated grounding conductors are connected to ground rods or grounding buses, insulate entire area of connection and seal against moisture penetration of insulation and cable. 16060 - 4 w .. i .. A. 3.5 FIELD QUALITY CONTROL 3.6 A. Testing: Perform the following field quality-control testing: .. 1. After installing grounding system but before permanent electrical circuitry has been energized, test for compliance with requirements. Test completed grounding system at each location where a maximum ground-resistance level is specified, at service disconnect enclosure grounding terminal, and at ground test wells. Measure ground resistance not less than two full days after the last trace of precipitation, and without the soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. Perform tests, by the fall-of-potential method according to IEEE 81. Provide drawings locating each ground rod and ground rod assembly and other grounding electrodes, identify each by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. J 2. ;~ .. l .. 3. a .. a. b. c. Equipment Rated 500 kV A and Less: 10 ohms. Equipment Rated 500 to 1000 kVA: 5 ohms. Equipment Rated More Than 1000 kV A: 3 ohms. .. ",J 4. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect promptly and include recommendations to reduce ground resistance. -:)4 J GRADING AND PLANTING ~ iii Restore surface features, including vegetation, at areas disturbed by Work of this Section. Reestablish original grades, unless otherwise indicated. If sod has been removed, replace it as soon as possible after backfilling is completed. Restore areas disturbed by trenching, storing of dirt, cable laying, and other activities to their original condition. Include application of topsoil, fertilizer, lime, seed, sod, sprig, and mulch. Comply with Division 2 Section "Landscaping." Maintain restored surfaces. Restore disturbed paving as indicated. ~~ .. ,~ .if END OF SECTION 16060 "'4 >t. .. '~ .. 1 .IIi J 't .. j .. 16060 - 5 i .. .. .. SECTION 16120 - CONDUCTORS AND CABLES .. PART 1 - GENERAL III 1.1 . RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. . 1.2 SUMMARY .. A. This Section includes building wires and cables and associated connectors, splices, and terminations for wiring systems rated 600 V and less. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. . .. .. 1.4 A. .. B. . .. B. Qualification Data: For testing agency. C. Field Quality-Control Test Reports: From Contractor. QUALITY ASSURANCE Testing Agency Qualifications: Testing agency as defined by OSHA in 29 CFR 1910.7 or a member company of the InterNational Electrical Testing Association and that is acceptable to authorities having jurisdiction. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C. Comply with NFPA 70. . PART 2 - PRODUCTS 2.1 MANUFACTURERS .. .. .. - .. A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 16120 - 1 ~[ j, .. I .. 2.2 CONDUCTORS AND CABLES 2.3 A. Available Manufacturers: 1. American Insulated Wire Corp.; a Leviton Company. 2. General Cable Corporation. 3. Senator Wire & Cable Company. 4. Southwire Company. :~ " .. 'i .. B. Refer to Part 3 "Conductor and Insulation Applications" Article for insulation type, cable construction, and ratings. ''I .. C. Conductor Material: Copper complying with NEMA WC 5 solid conductor for No. 10 AWG and smaller, stranded for No.8 AWG and larger. 'l .. D. Conductor Insulation Types: Type THHN-THWN complying with NEMA WC 5. E. Multiconductor Cable: Metal-clad cable, Type MC with ground wire. I .. CONNECTORS AND SPLICES ,'j , III A. Available Manufacturers: 1. 2. 3. 4. 5. AFC Cable Systems, Inc. AMP Incorporated/Tyco International. Hubbell/Anderson. O-Z1Gedney; EGS Electrical Group LLC. 3M Company; Electrical Products Division. J j .a B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. J PART 3 - EXECUTION 3.1 A. B. C. D. E. F. 3.2 A. I ~ . CONDUCTOR AND INSULATION APPLICATIONS Underground Feeders: Type THHN-THWN, single conductors in raceway. ~' .~ .Ii Aboveground Feeders: Type THHN-THWN, single conductors in raceway. ~j ~{l .. Underground Branch Circuits: Type THHN-THWN, single conductors in raceway. Above Ground Branch Circuits: Type THHN-THWN, single conductors in raceway. .~ .. Class 1 Control Circuits: Type THHN-THWN, in raceway. Class 2 Control Circuits: Type THHN-THWN, in raceway. J INSTALLATION Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. -it ~{ .. .~~ .. 16120 - 2 ~1 .. .. . B. . C. .. D. - E. F. - G. .. 3.3 .. A. .. .. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. Support cables according to Division 16 Section "Basic Electrical Materials and Methods." Seal around cables penetrating fire-rated elements according to Division 7 Section "Through- Penetration Firestop Systems." Identify and color-code conductors and cables according to Division 16 Section "Basic Electrical Materials and Methods." CONNECTIONS Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. B. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches (150 mm) of slack. . 3.4 FIELD QUALITY CONTROL . . . .. A. Testing: Perform the following field quality-control testing: 1. After installing conductors and cables and before electrical circuitry has been energized, test for compliance with requirements. Perform each electrical test and visual and mechanical inspection stated in NET A A TS, Section 7.3.1. Certify compliance with test parameters. 2. B. Test Reports: Prepare a written report to record the following: 1. 2. 3. Test procedures used. Test results that comply with requirements. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. .. END OF SECTION 16120 .. .. .. 16120 - 3 .J i :0i .. SECTION 16140 - WIRING DEVICES ,,~ .. PART 1 - GENERAL ;'1. .. 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. '~ .. B. Comply with NEMA WD 1. C. Comply with NFPA 70. ;1 .. PART 2 - PRODUCTS 2.1 .. DEVICES '::1 .. A. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. .I B. Color: Ivory. C. Receptacles: Heavy-Duty grade, NEMA WD 1, NEMA WD 6, and UL 498. J D. Ground-Fault Circuit Interrupter Receptacles: Feed-through type, heavy-duty grade, with integral duplex receptacle; for installation in a 2-3/4-inch- (70-mm-) deep outlet box without an adapter. \1 J .. E. Snap Switches: Heavy-duty, quiet type. F. Wall Plates: Weather proof type, fastened with metal screws having heads matching plate color. 1 , lilt PART 3 - EXECUTION ,~ ..i 3.1 INSTALLATION '~ .. A. Install devices and assemblies plumb and secure. B. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top, unless otherwise indicated. Group adjacent devices under single, multigang wall plates. ,:j . C. Protect devices and assemblies during painting. J D. Install wall plates when painting is complete. END OF SECTION 16140 ,g ... i .. 16140 - 1 'w .. .. .. SECTION 16231 - PACKAGED ENGINE GENERATORS .. PART I - GENERAL .. 1.1 SCOPE A. Provide complete factory assembled generator set equipment with digital (microprocessor-based) electronic controls. B. Provide factory test, startup by a supplier authorized by the manufacturer, and on-site testing of the system. C. The generator set manufacturer shall warrant all equipment provided under this section, whether or not is manufactured by the generator set manufacturer, so that there is one source for warranty and product service. Technicians specifically trained and certified by the manufacturer to support the product and employed by the generator set supplier shall service the generator sets. .. .. .. .. 1.2 CODES AND SCHEDULES A. The generator set installation and on-site testing shall conform to the requirements of the following codes and standards, as applicable. The generator set shall include necessary features to meet the requirements of these standards. 1. CSA 282, 1989 Emergency Electrical Power Supply for Buildings 2. IEEE446 - Recommended Practice for Emergency and Standby Power Systems for Commercial and Industrial Applications .. .. 3. NFPA37 .. 4. NFPA70 - National Electrical Code. Equipment shall be suitable for use in systems in compliance to Article 700, 701, and 702. 5. NFPA110 - Emergency and Standby Power Systems. The generator set shall meet all requirements for Level 1 systems. Level 1 prototype tests required by this standard shall have been performed on a complete and functional unit, component level type tests will not substitute for this requirement. B. The generator set and supplied accessories shall meet the requirements of the following standards: .. .. 1. NEMA MG1-1998 part 32. Alternator shall comply with the requirements of this standard. UL 1236 - Battery Chargers 2. UL2200. The generator set shall be listed to UL2200 or submit to an independent third party certification process to verify compliance as installed. Generator set shall bear an official marking indicating compliance. C. The control system for the generator set shall comply with the following requirements. - .. 3. CSA C22.2, No. 14 - M91 Industrial Control Equipment. EN50082-2, Electromagnetic Compatibility - Generic Immunity Requirements, Part 2: Industrial. EN55011, Limits and Methods of Measurement of Radio Interference Characteristics of Industrial, Scientific and Medical Equipment. FCC Part 15, Subpart B. .. 1. 2. .. 4. .. 16231 - 1 .. # .. +1 .. 5. IEC8528 part 4. Control Systems for Generator Sets 6. IEC Std 801.2, 801.3, and 801.5 for susceptibility, conducted, and radiated electromagnetic emissions. 7. UL508. The entire control system of the generator SE3t shall be UL508 listed and labeled. 8. UL 1236 -Battery Chargers. D. The generator set manufacturer shall be certified to ISO 90011 International Quality Standard and shall have third party certification verifying quality assurance in design/development, production, installation, and service, in accordance with ISO 9001. J .,j i .. 1.3 BASIS OF DESIGN MANUFACTURER: Only approved bidders shall supply equipment provided undE!r this contract. Equipment specifications for this project are based on microprocessor-based generator sets manufactured by Cummins Power Generation, distributed by Cummis POWE!r Systems, LLC. 890 Zerega Avenue. Bronx, NY 10473. Contact Ed Cheung at 718-892-2400. Equipment by other suppliers that meets the requirement of this specification are acceptable, if approved not less than 2 weeks before scheduled bid date. Proposals must include a line by line compliance statement based on this specification. Acceptable substitute: 1. Caterpillar 2. Detroit Diesel 3. Kohler ,; ... 'iri! .. 'I .. .~. :x- 'II Iii 1.4 SUBMITTALS: Within 10 days after award of contract, provide six sets of the following information for review: ~ .j . Manufacturer's product literature and performance data, sufficient to verify compliance to specification requirements. . A paragraph by paragraph specification compliance statement, describing the differences between the specified and the proposed equipment. . Manufacturer's certification of prototype testing. . Manufacturer's published warranty documents. . Shop drawings showing plan and elevation views with certified overall dimensions, as well as wiring interconnection details. . Interconnection wiring diagrams showing all external connections required; with field wiring terminals marked in a consistent point-to-point manner. . Manufacturer's installation instructions. J J ~ .Ii - 1.5 WARRANTY A. The generator set and associated equipment shall bel warranted for a period of not less than 5 years from the date of commissioning against defects in materials and workmanship. B. The warranty shall be comprehensive. No deductiblEls shall be allowed for travel time, service hours, repair parts cost, etc. ,~ .. ~~ .. :~ .II 16231 - 2 t .. '4 .. .. .. PART 11- PRODUCTS ill 2.1 A. .. .. GENERATOR SET Ratings 1. The generator set shall operate at 1800 rpm and at a voltage of: 120/240 Volts AC, Single phase, 3-wire, 60 hertz. 2. The generator set shall be rated at 70 kW, 70 kVA at 1.0 PF, standby rating, based on site conditions of : Altitude 500 ft. ambient temperatures up to 55 degrees C. 3. The generator set rating shall be based on emergency/standby service. .. B. Performance 1. .. 2. .. 3. .. .. 4. .. .. Voltage regulation shall be plus or minus 0.5 percent for any constant load between no load and rated load for both parallel and non-parallel applications. Random voltage variation with any steady load from no load to full load shall not exceed plus or minus 0.5 percent. Frequency regulation shall be isochronous from steady state no load to steady state rated load. Random frequency variation with any steady load from no load to full load shall not exceed plus or minus 0.25%. The engine-generator set shall be capable of single step load pick up of 100% nameplate kW and power factor, less applicable derating factors, with the engine-generator set at operating temperature. Motor starting capability shall be a minimum of 250 kVA. The generator set shall be capable of sustaining a minimum of 90% of rated no load voltage with the specified kV A load at near zero power factor applied to the generator set. 5. The alternator shall produce a clean AC voltage waveform, with not more than 5% total harmonic distortion at full linear load, when measured from line to neutral, and with not more than 3% in any single harmonic. Telephone influence factor shall be less than 40. C. Construction 1. The engine-generator set shall be mounted on a heavy-duty steel base to maintain alignment between components. The base shall incorporate a battery tray with hold- down clamps within the rails All switches, lamps, and meters in the control system shall be oil-tight and dust-tight, and the enclosure door shall be gasketed. There shall be no exposed points in the control (with the door open) that operate in excess of 50 volts. .. . 2. D. Connections 1. The generator set load connections shall be composed of silver or tin plated copper bus bars, drilled to accept mechanical or compression terminations of the number and type as shown on the drawings. Sufficient lug space shall be provided for use with cables of the number and size as shown on the drawings. .. .. - .. .. 16231 - 3 2.2 A. :# f .. .J 2. Power connections to auxiliary devices shall be made at the devices, with required protection located at a wall-mounted common distribution panel. Generator set control interfaces to other system components shall be made on a common, permanently labeled terminal block assembly. J 3. B. ENGINE AND ENGINE EQUIPMENT The engine shall be natural gas fueled, radiator and fan cooled. Minimum displacement shall be 412.5 cubic inches, with 10 cylinders. The horsepower rating of the engine at it's minimum tolerance level shall be sufficient to drive the alternator and all connected accessories. Engine accessories and features shall include: Complete engine fuel system, including all pressure regulators, strainers, and control valves. The fuel system shall be plumbed to the generator set skid for ease of site connections to the generator set. An electronic governor system shall provide automatic isochronous frequency regulation. The governing system dynamic capabilities shall be controlled as a function of engine coolant temperature to provide fast, stable operation at varying engine operating temperature conditions. The control system shall actively control the fuel rate and excitation as appropriate to the state of the generator set. Fuel rate shall be regulated as a function of starting, accelerating to start disconnect speed, accelerating to rated speed, and operatin~l in various isochronous or parallel states. Skid-mounted radiator and cooling system rated for full load operation in 47 degrees C ambient as measured at the generator air inlet, based on 0.5 in H20 E!xternal static head. Radiator shall be sized based on a core temperature that is 20F higher than the rated operation temperature, or prototype tested to verify cooling performance of the engine/radiator/fan operation in a controlled environment. Radiator shall be provided with a duct adapter Inange. The equipment manufacturer shall fill the cooling system with a SO/50-ethylene glycol/water mixture. Rotating parts shall be guarded against accidental contact. Electric starter(s) capable of three complete cranking cycles without overheating. Positive displacement, mechanical, full pressure, lubrication oil pump. Full flow lubrication oil filters with replaceable spin-on canister elements and dipstick oil level indicator. Replaceable dry element air cleaner with restriction indicator. Flexible fuel lines. Engine mounted battery charging alternator, 40-ampere minimum, and solid-state voltage regulator. Coolant heater 1. Engine mounted, thermostatically controlled, coolant heater(s) for each engine. Heater voltage shall be as shown on the project drawings. The coolant heater shall be UL499 listed and labeled. 2. The coolant heater shall be installed on the engine with high temperature silicone hose connections. Steel tubing shall be used for connections into the engine coolant system wherever the length of pipe run exceeds 12 inches. The coolant heater installation shall be specifically designed to provide proper venting of the system. The coolant heaters shall be installed using quick disconnect couplers to isolate the heater for replacement of the heater element. The quick disconnect/automatic sealing couplers shall allow the heater element to be replaced without draining the el1gine cooling system or significant coolant loss. b J 1 .I 4 .. C. ~ ^^l .i J D. J .~. ~ iii E. F. G. J ~ IlIi H. I. J. c:$ .. K. .l i .. J J 16231 - 4 ;~ .. .~~. " .. lit 3. The coolant heater shall be provided with a 24VDC thermostat, installed at the engine thermostat housing. An AC power connection box shall be provided for a single AC power connection to the coolant heater system. 4. The coolant heater(s) shall be sized as recommended by the engine manufacturer to warm the engine to a minimum of 100F (40C) in a 40F ambient, in compliance with NFPA 110 requirements, or the temperature required for starting and load pickup requirements of this specification. L. Provide vibration isolators, pad type as recommended by the manufacturer, quantity as recommended by the generator set manufacturer. M. Starting and Control Batteries shall be calcium/lead antimony type, 12 volt DC, sized as recommended by the engine manufacturer, complete with battery cables and connectors. N. Provide exhaust silencer of size and type as recommended by the generator set manufacturer and approved by the engine manufacturer. The mufflers shall be critical grade. Exhaust system shall be installed according to the engine manufacturer's recommendations and applicable codes and standards. lit - .. .. .. . O. Provide a minimum 12 amp battery charger for each generator set battery bank. The charger(s) shall include the following capabilities: 1. Chargers shall be UL 1236-BBHH listed and CSA or UL certified for use in emergency applications. 2. The charger shall be compliant with UL991 requirements for vibration resistance. 3. The charger shall comply with the requirements of EN61 000-4-5 for voltage surge resistance; EN50082-2 for immunity; EN61 000-4-2 for ESD; EN61 000-4-3 for radiated immunity; ANSIIIEEE C62.41 category Band IN61 000-4-4 for electrically fast transient; EN61 000-4-6 for conducted emissions; and FCC Part 15 Class A for radiated emissions. 4. The charger shall be capable of charging a fully discharged battery without damage to the charger. It shall be capable of returning a fully discharged battery to fully charged condition within 24 hours. The charger shall be UL-Iabeled with the maximum battery amp-hour rating that can be recharged within 24 hours. 5. The charger shall incorporate a 4-state charging algorithm, to provide trickle charge rate to restore fully discharged batteries, a bulk charge rate to provide fastest possible recharge after normal discharge, an absorption state to return the battery to 100 percent of charge, and a float stage to maintain a fully charge battery and supply battery loads when the generator set is not operating. In addition, the charger shall include an equalization timer. Charge rates shall be temperature compensated based on the temperature directly sensed at the battery. 6. The DC output voltage regulation shall be within plus or minus 1 %. The DC output ripple current shall not exceed 1 amp at rated output current level. 7. The charger shall include the following features: a) two line alphanumeric display with programming keys to allow display of DC output ammeter and voltmeters (5% accuracy or better), display alarm messages, and perform programming; b) LED indicating lamp(s) to indicating normal charging condition (green), equalize charge state (amber), and fault condition (red); c) AC input overcurrent, over voltage, and undervoltage protection; d) DC output overcurrent protection; e) Alarm output relay f) Corrosion resistant aluminum enclosure ... .. .. .. II .. .. .. .. .. 16231 - 5 .. J J 2.3 AC GENERATOR A. The AC generator shall be; synchronous, four pole, 2/3 pitch. revolving field, drip-proof construction, single prelubricated sealed bearing, air cooled by a direct drive centrifugal blower fan, and directly connected to the engine with flexible drive disc. All insulation system components shall meet NEMA MG1 temperature limits for Class H insulation system. Actual temperature rise measured by resistance method at full load shall not exceed 105 degrees Centigrade and rated for minimum 80 KW at 240 V AC. B. The generator shall be capable of delivering rated output (kVA) at rated frequency and power factor, at any voltage not more than 5 percent above or below rated voltage. C. A permanent magnet generator (PMG) shall be included to provide a reliable source of excitation power for optimum motor starting and short circuit performance. The PMG and controls shall be capable of sustaining and regulating current supplied to a single phase fault at approximately 300% of rated current for not more than 10 seconds. D. The subtransient reactance of the alternator shall not exceed 11.6 percent, based on the standby rating of the generator set. E. The alternator shall be capable of operation with reverse kV AR of 0.15 per unit. J J i! .. .i .~ .. 2.4 GENERATOR SET CONTROL: The generator set shall be provided with a microprocessor-based control system that is designed to provide automatic starting, monitoring, and control functions for the generator set. The control system shall also be designed to allow local monitoring and control of the generator set, and remote monitoring and control as described in this specification. The control shall be mounted on the generator set, or may be mounted in a free-standing panel next to the generator set if adequate space and accessibility is available. The control shall be vibration isolated and prototype tested to verify the durability of all components in the system under the vibration conditions encountered. J ~. J I .. The generator set mounted control shall include the following features and functions: A. Control Switches 1. Mode Select Switch. The mode select switch shall initiate the following control modes. When in the RUN or MANUAL position the generator set shall start, and accelerate to rated speed and voltage as directed by the operator. A separate push-button to initiate starting is acceptable. In the OFF position the generator set shall immediately stop, bypassing all time delays. In the AUTO position the generator set shall be ready to accept a signal from a remote device to start and accelerate to rated speed and voltage. 2. EMERGENCY STOP switch. Switch shall be Red "mushroom-head" push-button. Depressing the emergency stop switch shall cause the generator set to immediately shut down, and be locked out from automatic restarting. 3. RESET switch. The RESET switch shall be used to clear a fault and allow restarting the generator set after it has shut down for any fault condition. 4. PANEL LAMP switch. Depressing the panel lamp switch shall cause the entire panel to be lighted with DC control power. The panel lamps shall automatically be switched off 10 minutes after the switch is depressed, or after the switch is depressed a second time. B. Generator Set AC Output Metering. The generator set shall bei provided with a metering set including the following features and functions: 1. Digital metering set, 1 % accuracy, to indicate generator RMS voltage and current, frequency, output current, output KW, KW-hours, and power factor. Generator output voltage shall be available in line-to-line and line-to-neutral voltages, and shall display line to neutral or line to line simultaneously. .j .. ~ wj { .j J j ~ .; J 16231 - 6 iil .. ~. ~~ .. C. Generator Set Alarm and Status Display. 1. The generator set control shall include LED alarm and status indication lamps. The lamps shall be high-intensity LED type. The lamp condition shall be clearly apparent under bright room lighting conditions. Functions indicated by the lamps shall include: . The control shall include four configurable alarm-indicating lamps. The lamps shall be field adjustable for any status, warning, or shutdown function monitored by the genset. They shall also be configurable for color, and control action (status, warning, or shutdown). . The control shall include green lamps to indicate that the generator set is running at rated frequency and voltage, and that a remote start signal has been received at the generator set. The running signal shall be based on actual sensed voltage and frequency on the output terminals of the generator set. . The control shall include a flashing red lamp to indicate that the control is not in automatic state, and red common shutdown lamp. . The control shall include an amber common warning indication lamp. III .. .. .. 3. .. 4. .. .. .. III .. II lIiI .. .. .. .. .. .. .. 2. Analog voltmeter, ammeter, frequency meter, power factor meter, and kilowatt (KW) meter. Meter scales shall be color coded in the following fashion: green shall indicate normal operating condition, amber shall indicate operation in ranges that indicate potential failure, and red shall indicate failure impending. Metering accuracy shall be within 1 % at rated output. Both analog and digital metering are required. The control system shall monitor the total load on the generator set, and maintain data logs of total operating hours at specific load levels ranging from 0 to 110% of rated load, in 10% increments. The control shall display hours of operation at less than 30% load and total hours of operation at more than 90% of rated load. The control system shall log total number of operating hours, total kWH, and total control on hours, as well as total values since reset. 2. The generator set control shall indicate the existence of the warning and shutdown conditions on the control panel. All conditions indicated below for warning shall be field- configurable for shutdown. Conditions required to be annunciated shall include: low oil pressure (warning) low oil pressure (shutdown) oil pressure sender failure (warning) low coolant temperature (warning) high coolant temperature (warning) high coolant temperature (shutdown) high oil temperature (warning) engine temperature sender failure (warning) low coolant level (warning) fail to crank (shutdown) fail to start/overcrank (shutdown) overspeed (shutdown) low DC voltage (warning) high DC voltage (warning) weak battery (warning) low fuel-daytank (warning) high AC voltage (shutdown) low AC voltage (shutdown) under frequency (shutdown) over current (warning) 16231 - 7 J j over current (shutdown) short circuit (shutdown) over load (warning) emergency stop (shutdown) (4) configurable conditions .J 3. J Provisions shall be made for indication of four customer-specified alarm or shutdown conditions. Labeling of the customer-specified alarm or shutdown conditions shall be of the same type and quality as the above-specified conditions. The non-automatic indicating lamp shall be red, and shall flash to indicate that the generator set is not able to automatically respond to a command to start from a remote location. J D. Engine Status Monitoring. J 1. The following information shall be available from a digital status panel on the generator set control: engine oil pressure (psi or kPA) engine coolant temperature (degrees F or C) engine oil temperature (degrees F or C) engine speed (rpm) number of hours of operation (hours) number of start attempts battery voltage (DC volts) J III Ii .. 2. The control system shall also incorporate a data logging and display provision to allow logging of the last 10 warning or shutdown indications on the generator set, as well as total time of operation at various loads, as a percent of the standby rating of the generator set. .J E. Engine Control Functions. 1. The control system provided shall include a cycle cranking system, which allows for user selected crank time, rest time, and # of cycles. Initial settings shall be for 3 cranking periods of 15 seconds each, with 15-second rest period between cranking periods. 2. The control system shall include an idle mode control, which allows the engine to run in idle mode in the RUN position only. In this mode, tho alternator excitation system shall be disabled. j J 3. I ..i The control system shall include an engine governor control, which functions to provide steady state frequency regulation as noted elsewhen3 in this specification. The governor control shall include adjustments for gain, damping, and a ramping function to control engine speed and limit exhaust smoke while the unit is starting. The control system shall include time delay start (adjustable 0-300 seconds) and time delay stop (adjustable 0-600 seconds) functions. The control system shall include sender failure monitoring logic for speed sensing, oil pressure, and engine temperature which is capable of discriminating between failed sender or wiring components, and an actual failure conditions. 4. .. 5. J F. Alternator Control Functions: .J 1. The generator set shall include a full wave rectified automatic digital voltage regulation system that is matched and prototype tested by the Eingine manufacturer with the governing system provided. It shall be immune from misoperation due to load-induced .. 16231 - 8 J J .. .. ... .. ... ... ... ... .. .. .. voltage waveform distortion and provide a pulse width modulated output to the alternator exciter. The voltage regulation system shall be equipped line to neutral RMS sensing and shall control buildup of AC generator voltage to provide a linear rise and limit overshoot. The system shall include a torque-matching characteristic, which shall reduce output voltage in proportion to frequency below an adjustable frequency threshold. Torque matching characteristic shall be adjustable for roll-off frequency and rate, and be capable of being curve-matched to the engine torque curve with adjustments in the field. The voltage regulator shall include adjustments for gain, damping, and frequency roll-off. Adjustments shall be broad range, and made via digital raise-lower switches, with an alphanumeric LED readout to indicate setting level. Rotary potentiometers for system adjustments are not acceptable. Controls shall be provided to monitor the output current of the generator set and initiate an alarm (over current warning) when load current exceeds 110% of the rated current of the generator set on any phase for more than 60 seconds. The controls shall shut down and lock out the generator set when output current level approaches the thermal damage point of the alternator (over current shutdown). The protective functions provided shall be in compliance to the requirements of NFPA70 article 445. The protection for this function shall be 3rd party certified to very performance. Controls shall be provided to individually monitor all phases of the output current for short circuit conditions. The control/protection system shall monitor the current level and voltage. The controls shall shut down and lock out the generator set when output current level approaches the thermal damage point of the alternator (short circuit shutdown). The protective functions provided shall be in compliance to the requirements of NFPA70 article 445. The protection for this function shall be 3rd party certified to verify performance. A line to neutral sensing AC over/under voltage monitoring system that responds only to true RMS voltage conditions shall be provided. The system shall initiate shutdown of the generator set when alternator output voltage exceeds 110% of the operator-set voltage level for more than 10 seconds, or with no intentional delay when voltage exceeds 130%. Under voltage shutdown shall occur when the output voltage of the alternator is less than 85% for more than 10 seconds. 5. The generator set control shall include a 120V AC-control heater. 2. 3. 4. III G. Other Control Functions 1. A battery monitoring system shall be provided which initiates alarms when the DC control and starting voltage is less than 25VDC or more than 32 VDC. During engine cranking (starter engaged), the low voltage limit shall be disabled, and DC voltage shall be monitored as load is applied to the battery, to detect impending battery failure or deteriorated battery condition. H. Control Interfaces for Remote Monitoring: 1. The control system shall provide four programmable output relays. These relay outputs shall be configurable for any alarm, shutdown, or status condition monitored by the control. The relays shall be configured to indicate: (1) generator set operating at rated voltage and frequency, (2) common warning, (3) common shutdown, (4) load shed command. A fused 10 amp switched 24VDC power supply circuit shall be provided for customer use. DC power shall be available from this circuit whenever the generator set is running. III ... ... .. .. .. III 2. 16231 - 9 A fused 10 amp 24VDC power supply circuit shall be, provided for customer use. DC power shall be available from this circuit at all times from the engine starting/control batteries. The control shall be provided with a direct serial communication link for the LonWorks communication network interface as described elsewhere in this specification and shown on the drawings. 3. 4. J J .~ .II J 2.5 OTHER EQUIPMENT TO BE PROVIDED WITH THE GENERATOR SET A. Provide and install a 20-light LED type remote alarm annunciator with horn, located as shown on the drawings or in a location that can be conveniently monitored by facility personnel. The remote annunciator shall provide all the audible and visual alarms called for by NFPA Standard 110 for level 1 systems for the local generator control panel. Spare lamps shall be provided to allow future addition of other alarm and status functions to the annunciator. Provisions for labeling of the annunciator in a fashion consistent with the specified functions shall be provided. Alarm silence and lamp test switch(es) shall be provided. LED lamps shall be replaceable, and indicating lamp color shall be capable of changes needed for specific applicatiion requirements. Alarm horn shall be switchable for all annunciation points. Alarm horn (when switched on) shall sound for first fault, and all subsequent faults, regardless of whether first fault has been cleared, in compliance with NFPA 110 3-5.6.2. The interconnecting wiring between the annunciator and other system components shall be monitored and failure of the interconnection between components shall be displayed on the annunciator panel. J J J J B. The annunciator shall include the following alarm labels, audible annunciation features, and lamp colors: .J Condition Normal Power (to Loads) Genset Supplying Load Genset Running Not in Auto High Battery Voltage Low Battery Voltage Charger AC Failure Fail to Start Low Engine Temperature Pre-High Engine Temperature High Engine Temperature Pre-Low Oil Pressure Low Oil Pressure Overspeed Low Coolant Level Low Fuel Pressure Network OK (4) Spares Lamo Color Green Amber Green Red (Flashin~1) Red Red Red Red Amber Amber Red Amber Red Red Amber Amber Green Configurable Audible Alarm No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Configurable J J .J .J .. Low battery voltage lamp shall also be lighted for low cranking voltage or weak battery alarm. l J 16231 - 10 .J J J J C. The generator set shall be provided with a 350 amp mounted main line circuit breaker, sized to carry the rated output current of the generator set. The circuit breaker shall incorporate an electronic trip unit that operates to protect the alternator under all overcurrent conditions, or a thermal-magnetic trip with other overcurrent protection devices that positively protect the alternator under overcurrent conditions. The supplier shall submit time overcurrent characteristic curves and thermal damage curve for the alternator, demonstrating the effectiveness of the protection provided. .. . .. . O. Outdoor, Sound Attenuating, Weather-Protective Enclosure - . . - . . - . . . 4. 5. . 6. . - . . 1. The generator set shall be provided with an outdoor enclosure, with the entire package listed under UL2200. The package shall comply with the requirements of the National Electrical Code for all wiring materials and component spacing. The total assembly of generator set, enclosure, and sub-base fuel tank (when used) shall be designed to be lifted into place using spreader bars. Housing shall provide ample airflow for generator set operation at rated load in an ambient temperature of 100F. The housing shall have hinged access doors as required to maintain easy access for all operating and service functions. All doors shall be lockable, and include retainers to hold the door open during service. Enclosure roof shall be cambered to prevent rainwater accumulation. Openings shall be screened to limit access of rodents into the enclosure. All electrical power and control interconnections shall be made within the perimeter of the enclosure. All sheet metal shall be primed for corrosion protection and finish painted with the manufacturers standard color using a two step electrocoating paint process, or equal meeting the performance requirements specified below. All surfaces of all metal parts shall be primed and painted. The painting process shall result in a coating that meets the following requirements: Primer thickness, 0.5-2.0 mils. Top coat thickness, 0.8-1.2 mils. Gloss, per ASTM 0523-89, 80% plus or minus 5%. Gloss retention after one year shall exceed 50%. Crosshatch adhesion, per ASTM 03359-93, 48-58. Impact resistance, per ASTM 02794-93, 120-160 inch-pounds. Salt Spray, per ASTM 8117-90, 1000+ hours. Humidity, per ASTM 02247-92, 1000+ hours. Water Soak, per ASTM 02247-92, 1000+ hours. Painting of hoses, clamps, wiring harnesses, and other non-metallic service parts shall not be acceptable. Fasteners used shall be corrosion resistant, and designed to minimize marring of the painted surface when removed for normal installation or service work. Enclosure shall be constructed of minimum 12 gauge steel for framework and 14 gauge steel for panels. All hardware and hinges shall be stainless steel. A factory-mounted exhaust silencer shall be installed inside the enclosure. The exhaust shall exit the enclosure through a rain collar and terminate with a rain cap. Exhaust connections to the generator set shall be through seamless flexible connections. The enclosure shall include the following maintenance provisions: . Flexible coolant and lubricating oil drain lines, that extend to the exterior of the enclosure, with internal drain valves 2. 3. . External radiator fill provision. 16231 - 11 .. ;j ... 7. The generator set shall be provided with a sound-attenuated housing which allows the generator set to operate at full rated load in an ambh:mt temperature of up to 1 OOF. The enclosure shall reduce the sound level of the generator set while operating at full rated load to a maximum of 68.7 dBA at any location 7 meters from the generator set in a free field environment. The enclosure shall be insulated with non-hydroscopic materials. ~ .. 8. 'j -' 2.6 SEQUENCE OF OPERATION A. Generator set shall start on receipt of a start signal from remote equipment. The start signal shall be via hardwired connection to the generator set control and a redundant signal over the required network connection. B. The generator set shall complete a time delay start period as programmed into the control. C. The generator set control shall initiate the starting sequence for the generator set. The starting sequence shall include the following functions: 1. The control system shall verify that the engine is rotating when the starter is signaled to operate. If the engine does not rotate after two attempts, the control system shall shut down and lock out the generator set, and indicate "fail to crank" shutdown. 2. The engine shall fire and accelerate as quickly as practical to start disconnect speed. If the engine does not start, it shall complete a cycle cranking process as described elsewhere in this specification. If the engine has not started by the completion of the cycle cranking sequence, it shall be shut down and locked out, and the control system shall indicate "fail to start". 3. The engine shall accelerate to rated speed and the alternator to rated voltage. Excitation shall be disabled until the engine has exceeded proglrammed idle speed, and regulated to prevent over voltage conditions and oscillation as the engine accelerates and the alternator builds to rated voltage. D. On reaching rated speed and voltage, the generator set shal,l operate as dictated by the control system in isochronous, synchronize, load share, load demand, or load govern state. E. When all start signals have been removed from the generator set, it shall complete a time delay stop sequence. The duration of the time delay stop period shall be adjustable by the operator. F. On completion of the time delay stop period, the generator SE~t control shall switch off the excitation system and shall shut down. 1. Any start signal received after the time stop sequence has begun shall immediately terminate the stopping sequence and return the generator set to isochronous operation. .II , ~. :~ .. III ~~~ Ii "I .. iii t .. .. l .. PART 11I- EXECUTION .i 3.1 FACTORY TESTING A. The generator set supplier shall perform a complete operational test on the generator set prior to shipping from the factory. A certified test report shall be provided. Equipment supplied shall be fully tested at the factory for function and performance. B. Factory testing may be witnessed by the owner and consulting engineer. Costs for travel expenses will be the responsibility of the owner and consulting engineer. Supplier is responsible to provide two weeks notice for testing. C. Generator set factory tests on the equipment shall be performed at rated load and rated power factor. Generator sets that have not been factory tested at rated power factor will not be .. J ... 16231 - 12 ~ ... .. 3.2 INSTAllATION A. Equipment shall be installed by the contractor in accordance with final submittals and contract documents. Installation shall comply with applicable state and local codes as required by the authority having jurisdiction. Install equipment in accordance with manufacturer's instructions and instructions included in the listing or labeling of Ul listed products. B. Installation of equipment shall include furnishing and installing all interconnecting wiring between all major equipment provided for the on-site power system. C. Equipment shall be installed on concrete housekeeping pads. Equipment shall be permanently fastened to the pad in accordance with manufacturer's instructions. D. Equipment shall be initially started and operated by representatives of the manufacturer. E. All equipment shall be physically inspected for damage. Scratches and other installation damage shall be repaired prior to final system testing. Equipment shall be thoroughly cleaned to remove all dirt and construction debris prior to final testing of the system. . . . . . . . 3.5 . A. B. . C. . . . . acceptable. Tests shall include: run at full load, maximum power, voltage regulation, transient and steady-state governing, single step load pickup, and function of safety shutdowns. ON-SITE ACCEPTANCE TEST: The complete installation shall be tested for compliance with the specification following completion of all site work. Testing shall be conducted by representatives of the manufacturer, with required fuel supplied by Contractor. The Engineer shall be notified in advance and shall have the option to witness the tests. Installation acceptance tests to be conducted on-site shall include a "cold start" test, a two hour full load test, and a one step rated load pickup test in accordance with NFPA 110. Provide a resistive load bank and make temporary connections for full load test. Perform a power failure test on the entire installed system. This test shall be conducted by opening the power supply from the utility service, and observing proper operation of the system for at least 2 hours. Coordinate timing and obtain approval for start of test with site personnel. TRAINING The equipment supplier shall provide training for the facility operating personnel covering operation and maintenance of the equipment provided. The training program shall be not less than 4 hours in duration and the class size shall be limited to 5 persons. Training date shall be coordinated with the facility owner. SERVICE AND SUPPORT The manufacturer of the generator set shall maintain service parts inventory at a central location which is accessible to the service location 24 hours per day, 365 days per year. The generator set shall be serviced by a local service organization that is trained and factory certified in generator set service. The supplier shall maintain an inventory of critical replacement parts at the local service organization, and in service vehicles. The service organization shall be on call 24 hours per day, 365 days per year. The manufacturer shall maintain model and serial number records of each generator set provided for at least 20 years. 16231 - 13 .i iii ~. .. SECTION 16410 - ENCLOSED SWITCHES 6t iii PART 1 - GENERAL '-;); .. 1.1 RELATED DOCUMENTS 1.2 1.3 A. .. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. <l 'Y SUMMARY IIIIIi A. This Section includes the following individually mounted, enclosed switches and circuit breakers: 1. Fusible switches. 2. Enclosures. ~ iii ~ DEFINITIONS .. A. GD: General duty. .. B. HD: Heavy duty. C. RMS: Root mean square. ,,' .. D. SPDT: Single pole, double throw. -'; .. 1.4 SUBMITTALS A. .. Product Data: For each type of enclosed switch, accessory, and component indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes. 1. 2. 3. 4. Enclosure types and details for types other than NEMA 250, Type 1. Current and voltage ratings. Short-circuit current rating. Features, characteristics, ratings, and factory settin~ls of individual overcurrent protective devices and auxiliary components. .. IIIIIi B. Shop Drawings: Diagram power, signal, and control wiring. C. .. Qualification Data: For testing agency. D. Field quality-control test reports including the following: .. 1. 2. 3. Test procedures used. Test results that comply with requirements. Results of failed tests and corrective action taken to achieve test results that comply with requirements. ~i IllIIi .. 16410 - 1 \~ lIIliI - . E. Operation and Maintenance Data: For enclosed switches to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 1 Section "Closeout Procedures," include the following: . 1. Manufacturer's written instructions for testing and adjusting enclosed switches. - 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. - B. Comply with NFPA 70. .. 1.6 PROJECT CONDITIONS - A. Environmental Limitations: Rate equipment for continuous operation under the following conditions, unless otherwise indicated: - 1. Ambient Temperature: Not less than minus 22 deg F (minus 30 deg C) and not exceeding 104 deg F (40 deg C). Altitude: Not exceeding 6600 feet (2010 m). 2. - 1.7 EXTRA MATERIALS . A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Spares: For the following: a. Fuses for Fusible Switches: 2. . 2. Spare Indicating Lights: Six of each type installed. . PART 2 - PRODUCTS .. 2.1 MANUFACTURERS . A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: . 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. . 2.2 FUSIBLE SWITCHES . A. Manufacturers: . 16410 - 2 . 2.3 .. :t ei .. 1. 2. 3. 4. Eaton Corporation; Cutler-Hammer Products. General Electric Co.; Electrical Distribution & Controll Division. Siemens Energy & Automation, Inc. Square D/Group Schneider. i .. B. Fusible Switch, 600 A and Smaller: NEMA KS 1, Type HD, with clips or bolt pads to accommodate specified fuses, lockable handle with capability to accept two padlocks, and interlocked with cover in closed position. 4 .. C. Accessories: ',% .. 1. 2. Equipment Ground Kit: Internally mounted and labeled for copper ground conductors. Neutral Kit: Internally mounted; insulated, capable of being grounded, and bonded; and labeled for copper and aluminum neutral conductors" :?\ .. ENCLOSURES "<$ .. A. NEMA AB 1 and NEMA KS 1 to meet environmental conditiions of installed location. 1. )5l' II Outdoor locations: NEMA 250, Type 3R. PART 3 - EXECUTION 3.1 A. B. 3.2 A. B. C. 3.3 1 .. EXAMINATION Examine elements and surfaces to receive enclosed switches for compliance with installation tolerances and other conditions affecting performance. .. Proceed with installation only after unsatisfactory conditions have been corrected. ..i INSTALLATION .. Comply with applicable portions of NECA 1, NEMA PB 1.1, and NEMA PB 2.1 for installation of enclosed switches. Mount individual wall-mounting switches and circuit breakers with tops at uniform height, unless otherwise indicated. .. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and temporary blocking of moving parts from enclosures and components. # .. IDENTIFICATION .. A. Identify field-installed conductors, interconnecting WIfing, and components; provide warning signs as specified in Division 16 Section "Basic Electrical Materials and Methods." .t B. Enclosure Nameplates: label each enclosure with engraved metal or laminated-plastic nameplate as specified in Division 16 Section "Basic Electrical Materials and Methods." iii .. 16410 - 3 <~ .. . . 3.4 FIELD QUALITY CONTROL A. Prepare for acceptance testing as follows: . . 1. 2. 3. Inspect mechanical and electrical connections. Verify switch and relay type and labeling verification. Verify rating of installed fuses. B. Perform the following field tests and inspections and prepare test reports: 1. Infrared Scanning: - - b. Initial Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each enclosed switch. Open or remove doors or panels so connections are accessible to portable scanner. Follow-Up Infrared Scanning: Perform an additional follow-up infrared scan of each unit 11 months after date of Substantial Completion. Instruments, Equipment and Reports: a. c. - 1 ) Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. Prepare a certified report that identifies enclosed switches and circuit breakers included and describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action. - 2) . 3.5 ADJUSTING . A. Set field-adjustable switches trip ranges. . 3.6 CLEANING A. On completion of installation, vacuum dirt and debris from interiors; do not use compressed air to assist in cleaning. . B. Inspect exposed surfaces and repair damaged finishes. . END OF SECTION 16410 . - . . . 16410 - 4 . .~ .Ii l .. SECTION 16415 - TRANSFER SWITCHES i IlIII PART 1 - GENERAL i iii 1.1 RELATED DOCUMENTS 1.2 A. '1 .. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY .~ . A. This Section includes transfer switches rated 600 V and less, including the following: 't .. 1. Automatic transfer switches. B. Related Sections include the following: {f . 1.3 SUBMITTALS 1.4 A. ti .. Product Data: Include rated capacities, operating characteristics, furnished specialties, and accessories. B. Shop Drawings: Dimensioned plans, sections, and elevations showing minimum clearances, conductor entry provisions, gutter space, installed features and devices, and material lists for each switch specified. ,~ .i C. } iil .I Qualification Data: For manufacturer. D. Field quality-control test reports. J E. Operation and Maintenance Data: For each type of product to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 1 Section "Closeout Procedures," include the following: 'j .. 1. 2. Features and operating sequences, both automatic and manual. List of all factory settings of relays; provide relay-setting and calibration instructions, including software, where applicable. il .. QUALITY ASSURANCE A. .. Manufacturer Qualifications: Maintain a service center capable of providing training, parts, and emergency maintenance repairs within a response period of less than eight hours from time of notification. i .. B. Source Limitations: Obtain automatic transfer switches, bypass/isolation switches, nonautomatic transfer switches, remote annunciators, and remote annunciator and control panels through one source from a single manufacturer. J 3 .. 16415 - 1 ~~ :cl III .. .. C. .. D. E. .. F. .. G. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, for emergency service under UL 1008, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Comply with NEMA ICS 1. Comply with NFPA 70. Comply with NFPA 110. Comply with UL 1008 unless requirements of these Specifications are stricter. .. PART 2 - PRODUCTS .. 2.1 MANUFACTURERS .. .. .. .. A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Contactor Transfer Switches: a. b. c. d. e. f. g. h. Caterpillar; Engine Div. Emerson; ASCO Power Technologies, LP. Generac Power Systems, Inc. GE Zenith Controls. Kohler Co.; Generator Division. On an Corp.lCummins Power Generation; Industrial Business Group. Russelectric, Inc. Spectrum Detroit Diesel. 2.2 GENERAL TRANSFER-SWITCH PRODUCT REQUIREMENTS .. .. .. .. C. D. .. .. E. .. .. A. Indicated Current Ratings: Apply as defined in UL 1008 for continuous loading and total system transfer, including tungsten filament lamp loads not exceeding 30 percent of switch ampere rating, unless otherwise indicated. B. Tested Fault-Current Closing and Withstand Ratings: Adequate for duty imposed by protective devices at installation locations in Project under the fault conditions indicated, based on testing according to UL 1008. 1. Where transfer switch includes internal fault-current protection, rating of switch and trip unit combination shall exceed indicated fault-current value at installation location. Solid-State Controls: Repetitive accuracy of all settings is plus or minus 2 percent or better over an operating temperature range of minus 20 to plus 70 deg C. Resistance to Damage by Voltage Transients: Components shall meet or exceed voltage-surge withstand capability requirements when tested according to IEEE C62.41. Components shall meet or exceed voltage-impulse withstand test of NEMA ICS 1. Neutral Terminal: Solid and fully rated, unless otherwise indicated. 16415 - 2 :~ .. 1 lIIlIi F. Enclosures: General-purpose NEMA 250, Type 1, complying with NEMA ICS 6 and UL 508, unless otherwise indicated. G. J Heater: Equip switches exposed to outdoor temperatures and humidity, and other units indicated, with an internal heater. Provide thermostat within enclosure to control heater. H. ~ .I Factory Wiring: Train and bundle factory wiring and label, consistent with Shop Drawings, either by color code or by numbered or lettered wire and cable tape markers at terminations. 1. ",\ '.1 .. Designated Terminals: Pressure type suitable for types and sizes of field wiring indicated. Power-Terminal Arrangement and Field-Wiring Space: Suitable for top, side, or bottom entrance of feeder conductors as indicated. Control Wiring: Equipped with lugs suitable for connection to terminal strips. 2. 3. .J I. Electrical Operation: Accomplish by a nonfused, momentarily energized solenoid or electric- motor-operated mechanism, mechanically and electrically interlocked in both directions. .J J. Switch Characteristics: Designed for continuous-duty repetitive transfer of full-rated current between active power sources. 1. Switch Action: Double throw; mechanically held in both directions. 2. Contacts: Silver composition or silver alloy for load-current switching. Conventional automatic transfer-switch units, rated 225 A and higher, shall have separate arcing contacts. ~ .. ;; fill 2.3 AUTOMATIC TRANSFER SWITCHES A. i iii Comply with Level 2 equipment according to NFPA 110. B. Switching Arrangement: Double-throw type, incapable of pauses or intermediate position stops during normal functioning, unless otherwise indicated. ';F .i C. Manual Switch Operation: Unloaded. Control circuit automatically disconnects from electrical operator during manual operation. j D. Automatic Closed-Transition Transfer Switches: characteristics: Include the following functions and 1. Fully automatic make-before-break operation. 2. Load transfer without interruption, through momentary interconnection of both power sources not exceeding 100 ms. 3. Initiation of No-Interruption Transfer: Controlled by in-phase monitor and sensors confirming both sources are present and acceptable. ;i .. ;f l1li a. Initiation occurs without active control of generator. b. Controls ensure that closed-transition load transfer closure occurs only when the 2 sources are within plus or minus 5 electrical degrees maximum, and plus or minus 5 percent maximum voltage difference. .i ~ .. 4. Failure of power source serving load initiates automatic break-before-make transfer. .. oj} .. 16415 - 3 ~ .. III .. 2.4 . III III - . III III - . . .. AUTOMATIC TRANSFER-SWITCH FEATURES A. Test Switch: Simulates normal-source failure. B. Switch-Position Pilot Lights: Indicate source to which load is connected. C. Source-Available Indicating Lights: Supervise sources via transfer-switch normal- and emergency-source sensing circuits. 1. Normal Power Supervision: Green light with nameplate engraved "Normal Source Available." Emergency Power Supervision: Red light with nameplate engraved "Emergency Source Available." 2. D. Unassigned Auxiliary Contacts: Two normally open, single-pole, double-throw contacts for each switch position, rated 10 A at 240-V ac. E. Transfer Override Switch: Overrides automatic retransfer control so automatic transfer switch will remain connected to emergency power source regardless of condition of normal source. Pilot light indicates override status. F. Engine Starting Contacts: One isolated and normally closed, and one isolated and normally open; rated 10 A at 32-V dc minimum. G. Engine Shutdown Contacts: Instantaneous; shall initiate shutdown sequence at remote engine- generator controls after retransfer of load to normal source. H. Engine-Generator Exerciser: Solid-state, programmable-time switch starts engine generator and transfers load to it from normal source for a preset time, then retransfers and shuts down engine after a preset cool-down period. Initiates exercise cycle at preset intervals adjustable from 7 to 30 days. Running periods are adjustable from 10 to 30 minutes. Factory settings are for 7-day exercise cycle, 20-minute running period, and 5-minute cool-down period. Exerciser features include the following: 1. Exerciser Transfer Selector Switch: Permits selection of exercise with and without load transfer. Push-button programming control with digital display of settings. Integral battery operation of time switch when normal control power is not available. 2. 3. 2.5 FINISHES A. Enclosures: Manufacturer's standard enamel over corrosion-resistant pretreatment and primer. - . 2.6 SOURCE QUALITY CONTROL A. Factory test and inspect components, assembled switches, and associated equipment. Ensure proper operation. Check transfer time and voltage, frequency, and time-delay settings for compliance with specified requirements. Perform dielectric strength test complying with NEMA ICS 1. III . . . 16415 - 4 m .. PART 3 - EXECUTION ~ .. 3.1 3.2 3.3 3.4 3.5 APPLICATION j .. A. Four-Pole Switches: Where four-pole switches are indicatEld, install neutral switching. .Ii INSTALLATION A. , :!! .. Comply with mounting and anchoring requirements specified in Division 16 Section "Seismic Controls for Electrical Work." B. .~ % .. Floor-Mounted Switch: Anchor to floor by bolting. 1. Concrete Bases: 4 inches (100 mm) high, reinforced, with chamfered edges. Extend base no more than 2 inches (50 mm) in all directions beyond the maximum dimensions of switch, unless otherwise indicated. Cast anchor-bolt inserts into bases. Comply with Division 3 Section "Cast-in-Place Concrete." ,~ .. C. t Iii Identify components according to Division 16 Section "Basic Electrical Materials and Methods." WIRING TO REMOTE COMPONENTS j~ .. A. Match type and number of cables and conductors to control and communication requirements of transfer switches as recommended by manufacturer. Increase raceway sizes at no additional cost to Owner if necessary to accommodate required wirin~l. .J CONNECTIONS A. Ground equipment according to Division 16 Section "Grounding and Bonding." .~~. .. B. J Connect wiring according to Division 16 Section "Conductors and Cables." C. Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. ;~ .. FIELD QUALITY CONTROL , .. A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test, and adjust field-assembled components and equipment installation, including connections. Report results in writing. :~ .. B. Perform the following field tests and inspections and prepare test reports: 1. 'j~ .. 2. After installing equipment and after electrical circuitry has been energized, test for compliance with requirements. Perform each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.22.3. Certify compliance with test parameters. Measure insulation resistance phase-to-phase and phase-to-ground with insulation- resistance tester. Include external annunciation and control circuits. Use test voltages .. 3. ;~ ~ iii 16415 - 5 ~ ~ III lit .. and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance. lit a. b. Check for electrical continuity of circuits and for short circuits. Inspect for physical damage, proper installation and connection, and integrity of barriers, covers, and safety features. Verify that manual transfer warnings are properly placed. Perform manual transfer operation. lit c. d. 4. After energizing circuits, demonstrate interlocking sequence and operational function for each switch at least three times. lit a. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available. .. 5. Ground-Fault Tests: Coordinate with testing of ground-fault protective devices for power delivery from both sources. .. a. Verify grounding connections and locations and ratings of sensors. b. Observe reaction of circuit-interrupting devices when simulated fault current is applied at sensors. lit C. Coordinate tests with tests of generator and run them concurrently. lit D. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests. .. E. Remove and replace malfunctioning units and retest as specified above. 3.6 DEMONSTRATION .. A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain transfer switches and related equipment as specified below. Refer to Division 1 Section "Closeout Procedures." .. 1. Coordinate this training with that for generator equipment. .. END OF SECTION 16415 lit . .. - lit 16415 - 6 .. , .Ii ~ .. SECTION 16442 - PANELBOARDS J PART 1 - GENERAL .~ Ii 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. ~ ;1 .. B. Comply with NEMA PB 1. C. Comply with NFP A 70. J PART 2 - PRODUCTS ~ .. 2.1 PANELBOARDS :! Iii A. Flush and Surface mounted, NEMA PB 1, Type 1. J 1. Front: Hinged to box with standard door within hinged cover. 2. Doors: With concealed hinges, flush catches, and tumbler locks, all keyed alike. 3. Bus: Hard-drawn copper, 98 percent conductivity. 4. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground conductors; bonded to box. J B. Panelboard Short-Circuit Rating: See drawings. ii 1 .. C. Panelboards: 1. Doors: Front mounted, except omit in fused-switch panelboards; secured with vault-type latch with tumbler lock; keyed alike. Main Overcurrent Protective Devices: Circuit breaker. Branch overcurrent protective devices shall be one of the following: J 2. 3. ,~ J a. b. For Circuit-Breaker Frame Sizes 125 A and Smaller: Plug-in circuit breakers. For Circuit-Breaker Frame Sizes Larger Than 125 A: Bolt-on circuit breakers; plug-in circuit breakers where individual positive-locking device requires mechanical release for removal. A .. D. Molded-Case Circuit Breakers: NEMA AB 1, plug-in type'. Single handle for multipole circuit breakers. Appropriate for application, including Type SWD for repetitive switching lighting loads and Type HACR for heating, air-conditioning, and refrigerating equipment. ;~~ .. J PART 3 - EXECUTION " ..i 3.1 INSTALLATION ,j .i 16442 - 1 j . III .. .. .. C. D. .. E. .. A. Install panelboards and accessory items according to NEMA PB 1.1. Indicate installed circuit loads on a typed circuit directory after balancing panelboard loads. B. Mounting Heights: Top of trim 74 inches (1880 mm) above finished floor, unless otherwise indicated. Wiring in Panelboard Gutters: Arrange conductors into groups, bundle and wrap with wire ties. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's published torque-tightening values. Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. Perform visual and mechanical inspections and electrical tests stated in NETA ATS. .. END OF SECTION 16442 .. .. .. .. .. .. .. .. .. lilt .. lilt 16442 - 2 it ,'~ .. J SECTION 16491 - FUSES .J PART 1 - GENERAL j .. 1.1 RELATED DOCUMENTS 1.2 1.3 1.4 A. .J Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY i .. A. This Section includes the following: 'I .! .. 1. Cartridge fuses rated 600 V and less for use in switches. SUBMITTALS J A. Product Data: Include the following for each fuse type indicated: 1. Dimensions and manufacturer's technical data on features, performance, electrical characteristics, and ratings. 2. Let-through current curves for fuses with current-limiting characteristics. 3. Time-current curves, coordination charts and tables, and related data. J J B. Ambient Temperature Adjustment Information: If ratingls of fuses have been adjusted to accommodate ambient temperatures, provide list of fuses with adjusted ratings. 1 .II 1. For each fuse having adjusted ratings, include location of fuse, original fuse rating, local ambient temperature, and adjusted fuse rating. Provide manufacturer's technical data on which ambient temperature adjustment calculations are based. ~ .. 2. C. Operation and Maintenance Data: For fuses to include in emergency, operation, and maintenance manuals. J 1. In addition to items specified in Division 1 Section "Closeout Procedures," include the following: J a. b. c. Let-through current curves for fuses with current-limiting characteristics. Time-current curves, coordination charts and tables, and related data. Ambient temperature adjustment information. J QUALITY ASSURANCE .J A. Source Limitations: Obtain fuses from a single manufacturE~r. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. ;~ .. J 16491 - 1 ~ <~ III . .. C. Comply with NEMA FU 1. D. Comply with NFPA 70. .. 1.5 PROJECT CONDITIONS . A. Where ambient temperature to which fuses are directly exposed is less than 40 deg F (5 deg C) or more than 100 deg F (38 deg C), apply manufacturer's ambient temperature adjustment factors to fuse ratings. .. 1.6 COORDINATION .. A. Coordinate fuse ratings with utilization equipment nameplate limitations of maximum fuse size. .. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. .. 1. Fuses: Quantity equal to 10 percent of each fuse type and size, but no fewer than 2 of each type and size. .. PART 2 - PRODUCTS .. 2.1 MANUFACTURERS .. A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: .. 1. 2. 3. 4. Cooper Bussman, Inc. Eagle Electric Mfg. Co., Inc.; Cooper Industries, Inc. Ferraz Shawmut, Inc. Tracor, Inc.; Littelfuse, Inc. Subsidiary. .. 2.2 CARTRIDGE FUSES .. A. Characteristics: NEMA FU 1, nonrenewable cartridge fuse; class and current rating indicated; voltage rating consistent with circuit voltage. .. 2.3 SPARE-FUSE CABINET A. Cabinet: Wall-mounted, 0.05-inch- (1.27-mm-) thick steel unit with full-length, recessed piano- hinged door and key-coded cam lock and pull. .. 1. Size: Adequate for storage of spare fuses specified with 15 percent spare capacity minimum. Finish: Gray, baked enamel. Identification: "SPARE FUSES" in 1-1 /2-inch- (38-mm-) high letters on exterior of door. - 2. 3. .. 16491 - 2 .. .. .J 4. Fuse Pullers: For each size of fuse. PART 3 - EXECUTION J 3.1 EXAMINATION J A. Examine utilization equipment nameplates and installation instructions. Install fuses of sizes and with characteristics appropriate for each piece of equipment. .J B. Evaluate ambient temperatures to determine if fuse rating adjustment factors must be applied to fuse ratings. M .II C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 FUSE APPLICATIONS " .Ii A. Service Entrance: Class RK1, time delay. .J 3.3 INSTALLATION A. Install fuses in fusible devices. Arrange fuses so ratiing information is readable without removing fuse. ! .. B. Install spare-fuse cabinet(s). (:l 'Ii ... 3.4 IDENTIFICATION -{ ... A. Install labels indicating fuse replacement information on inside door of each fused switch. END OF SECTION 16491 '~ ~ .. "~ :~ ... ~~ III '.~ .. J j iii J 16491 - 3 .l .. II .. SECTION 16500 - LIGHTING PART 1 - GENERAL .. 1.1 SECTION REQUIREMENTS Submittals: Product Data for each luminaire, including lamps. A. II B. .. c. .. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in NFP A 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Coordinate ceiling-mounted luminaires with ceiling construction, mechanical work, and security and fire-prevention features mounted in ceiling space and on ceiling. .. PART 2 - PRODUCTS . 2.1 LUMINAIRES A. Fixtures: See Schedule. II 2.2 FLUORESCENT LAMP BALLASTS . A. Description: Include the following features, unless otherwise indicated: II B. II .. II II .. .. II 1. Designed for type and quantity of lamps indicated at full light output. 2. Externally fused with slow-blow type rated between 2.65 and 3.0 times the line current. Electronic ballasts for linear lamps shall include the following features, unless otherwise indicated: 1. 2. 3. Comply with NEMA C82.11. Ballast Type: Rapid start, unless otherwise indicated. Programmed Start: Ballasts with two-step lamp starting to extend life of frequently started lamps. Sound Rating: A. Total harmonic distortion rating ofless than 10 percent according to NEMA C82.11. Transient Voltage Protection: IEEE C62.41, Category A. Operating Frequency: 20 kHz or higher. Lamp Current Crest Factor: Less than 1.7. Parallel Lamp Circuits: Multiple lamp ballasts connected to maintain full light output on surviving lamps if one or more lamps fail. 4. 5. 6. 7. 8. 9. 16500 - 1 IIlIi 2.3 HIGH-INTENSITY-DISCHARGE LAMP BALLASTS J 2.4 2.5 A. General: Comply with NEMA C82.4 and UL 1029. Shall include the following features, unless otherwise indicated. J 1. 2. Type: Constant-wattage autotransformer or regulating high-power-factor type. Minimum Starting Temperature: Minus 22 deg F (Minus 30 deg C) for single-lamp ballasts. Normal Ambient Operating Temperature: 104 deg F (40 deg C). Open-circuit operation that will not reduce average life. J 3. 4. Of .. B. Low-Noise Ballasts: Manufacturers' standard epoxy-encapsulated models designed to minimize audible fixture noise. 1. Maximum Voltage: 250- V peak or 150- V ac RMS. J FLUORESCENT LAMPS .J A. Low-Mercury Lamps: Comply with Federal toxic characteristic leaching procedure test, and yield less than 0.2 mg of mercury per liter, when tested according to NEMA LL 1. J B. T8 rapid-start low-mercury lamps, rated 32 W maximum, 2800 initial lumens (minimum), CRI of 75 (minimum), color temperature of 3500 K, and average rated life of 20,000 hours, unless otherwise indicated. J HIGH-INTENSITY-DISCHARGE LAMPS {\ .. A. Metal-Halide Lamps: ANSI C78.1372, wattage and burning position as scheduled, CRI65 (minimum), and color temperature 4000. J PART 3 - EXECUTION 3.1 J INSTALLATION ! lIii A. Set units level, plumb, and square with ceiling and walls, and secure. B. , ! ,I .. Support for Recessed and Semirecessed Grid-Type Fluorescent Fixtures: Install ceiling support system rods or wires at a minimum of 4 rods or wires for e:ach fixture, located not more than 6 inches (150 111m) from fixture comers. C. .i Support for Suspended Fixtures: Brace pendants and rods over 48 inches (]220 111m) long to limit swinging. Support stem-mounted, single-unit, suspended fluorescent fixtures with twin- stem hangers. For continuous rows, use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of chassis, including one at each end. ,; .~ III D. Lamping: Where specific lamp designations are not indicated, lamp units according to manufacturer's written instructions. J END OF SECTION 16500 ,~ . 16500 - 2 .. FELLENZER ENGINEERING, LLP 85 MAAKET STREET POUGHKEEPSIE, NBW YORK. 12601 TEL: (845) 4S4-9i04 F~X: R45) 4$4-9705 I"" ADDENDL'M NO.1 The infOlmation contained herein, revises, supplements, and/or supersedes the specific parts of the documents referred to and shall be attached to and becom.e part of such documents as if i [lriginally fonning a part thereof. Except as herein modified, all other provisions of the L_.~loCU111ents shall remain in full force as originally set forth. !'ROJECT: Highway Garage - Emergency Generator Installation 10 Highway Drive Wappinger Falls, NY, 12590 .!)ATE: July 26, 2010 [~GES: 1 DLARIFICATIONS i';em 1: The contractor shall be responsible for all site preparation required to install the pre-cast concrete structure and emergency generator. ilem 2: The contractor shall patch existing Highway Garage #2 roof to match existing after removing the existing overhead service. ]ll~EVlSIONS TO THE DRAWINGS llem 3: Drawing ES-I : The existing shed panel board is existing to remain. Disregard Note #2 on Detail #1. End of Addendum No. 1